HomeMy WebLinkAboutGATEWAY APARTMENTS - PDP230001 - SUBMITTAL DOCUMENTS - ROUND 2 - SITE, LANDSCAPE & ELEVATIONS PLANSCOVER
SHEET
G001
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
INTERIOR PARKING LOT LANDSCAPE
SQUARE FOOTAGE LANDSCAPE AREA %
TOTAL 13,736 SF 10.70%
*REQUIRED PARKING LANDSCAPE CALCULATED AS FOLLOWS: BASED ON TOTAL
127,844 SF OF PARKING AREA WITH REQUIRED 10%
127,844 X .10 = 12,784 SF
FRONTAGE ROADGATEWAY AT PROSPECT APARTMENTS
FORT COLLINS, COLORADO
VICINITY MAP N.T.S
SHEET INDEX
COVER SHEET G001
NOTES G002
OVERALL SITE PLAN LS100
SITE PLAN LS101
SITE PLAN LS102
SITE PLAN LS103
SITE PLAN LS104
SITE PLAN LS105
SITE DETAILS LS501
SITE DETAILS LS502
BUILDING A ELEVATIONS A-1
BUILDING A ELEVATIONS A-2
BUILDING A 3D VIEW A-3
BUILDING B ELEVATIONS A-4
BUILDING B ELEVATIONS A-5
BUILDING B 3D VIEW A-6
BUILDING C1 ELEVATIONS A-7
BUILDING C1 ELEVATIONS A-8
BUILDING C1 3D VIEW A-9
BUILDING C2 ELEVATIONS A-10
BUILDING C2 ELEVATIONS A-11
BUILDING C2 3D VIEW A-12
ANCILLARY ELEVATIONS A-13
ANCILLARY 3D VIEWS A-14
CLUBHOUSE ELEVATIONS A-15
CLUBHOUSE 3D VIEWS A-16
CONSULTANTS
PLANNING CERTIFICATE
OWNER'S CERTIFICATE
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD
SERVICES OF THE CITY OF FORT COLLINS, COLORADO
ON THIS _________ DAY OF_________, 20___.
___________________________________________________________________________
Directors Signature
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL
OWNERS OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY
CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS
SET FORTH ON SAID PROJECT DEVELOPMENT PLAN WITHIN THE LIMIT OF
DEVELOPMENT BOUNDARY.
__________________________________ ________________________
Owner (Signed)Date
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS_____________ DAY OF _____________ A.D., 20______. BY
__________________________________________________________________________
(Print Name)
AS______________________________________________________
MY COMMISSION EXPIRES:__________________________________
WITNESS MY HAND AND OFFICIAL SEAL.
________________________________ ________________________
Notary Public Address
DENSITY - GROSS
GROSS AREA 12.49 ACRES
TOTAL DWELLING UNITS 276
GROSS DENSITY 22.1 DU/AC
DENSITY - NET
NATURAL HABITAT BUFFER ZONE*0.13 ACRES
NET AREA 12.36 ACRES
NET DENSITY 22.3 DU/AC
*NATURAL HABITAT BUFFER ZONE PERTAINS TO TOTAL AREA INCLUDING AREA OF
PROPOSED NEW BUFFER
LAND USE BREAKDOWN
EXISTING ZONING MEDIUM DENSITY MIXED-USE
NEIGHBORHOOD DISTRICT
AREA COVERAGE
NET AREA (AC)%
BUILDING/GARAGE COVERAGE 3.02 AC 24%
DRIVES AND PARKING 2.93 AC 23%
OPEN SPACE & LANDSCAPE 5.7 AC 46%
HARDSCAPE/OTHER AREAS 0.96 AC 7%
TOTAL GROSS COVERAGE (AC)100%
DESIGN VARIATION A-17
DESIGN VARIATION CRITERIA A-18
SHADOW STUDY A-19
LANDSCAPE NOTES LP001
PLANT LIST LP002
HYDROZONE PLAN LP003
OVERALL LANDSCAPE PLAN LP100
LANDSCAPE PLAN LP101
LANDSCAPE PLAN LP102
LANDSCAPE PLAN LP103
LANDSCAPE PLAN LP104
LANDSCAPE PLAN LP105
LANDSCAPE DETAILS LP501
SITE PHOTOMETRIC 1
SITE PHOTOMETRIC 2
SITE PHOTOMETRIC 3
SITE PHOTOMETRIC 4
SITE PHOTOMETRIC 5
SITE LIGHTING DETAILS 6
SITE
LAND USE BREAKDOWN CONTINUED
FLOOR AREA RATIO
BUILDING AREA (APARTMENT & LEASING OFFICE )266,257
LOT AREA 544,021
FLOOR AREA RATIO 0.4890
BUILDING HEIGHT
MAX HEIGHT STORIES
MULTI-FAMILY BUILDINGS 47'-5 3/8"3
CLUBHOUSE 27'-6"1
DWELLING UNIT BREAK DOWN
UNIT TYPE DWELLING
UNITS
TOTAL
BEDROOMS PERCENTAGE
STUDIO 16 16 5.79%
ONE BEDROOM 133 133 48.21%
TWO BEDROOM 97 184 35.14%
THREE BEDROOM 30 90 10.86%
TOTAL UNITS 276 423 100%
PROJECT PARKING
PROVIDED REQUIRED*
STANDARD SPACES 124
COMPACT SPACES 89
ACCESSIBLE SPACES 11
GARAGE 147
TOTAL 371* 454
*REQUIRED SPACES ARE CALCULATED AS FOLLOWS:
1 BEDROOM OR LESS: 149 X 1.5 SPACE = 224 SPACES
2 BEDROOM: 97 X 1.75 SPACES = 170 SPACES
3 BEDROOM: 30 X 2.0 SPACES = 60 SPACES
4 BEDROOMS AND ABOVE: 00 X 3.0 SPACES = 0 SPACES
10% OF PARKING TO BE EV READY
*107 TANDEM SPACES ARE PROVIDED BUT NOT INCLUDED IN THE PARKING COUNT,
ALTERNATIVE COMPLIANCE IS PROVIDED AS A SUPPLEMENT TO THIS APPLICATION
BICYCLE PARKING
PROVIDED REQUIRED*
ENCLOSED 260 260
FIXED OUTSIDE 174 173
TOTAL 434 433
*REQUIRED SPACES ARE CALCULATED AS FOLLOWS:
433 BEDROOMS X 1 SPACE = 433 BIKE PARKING SPACES
60% REQUIRED TO BE ENCLOSED, 40% FIXED
NATURAL HABITAT BUFFER ZONE
ON-SITE BUFFER AREA (SQ FT)5,662.8
BUFFER DISTANCE 100'
STUDIO PBA
1575 GILPIN ST.
DENVER, CO 80218
JOHN PAYNE
P: (303) 592-2904
ARCHITECT:
CIVIL ENGINEER:
PLANNER/ LANDSCAPE ARCHITECT:
NORTHERN ENGINEERING
301 N. HOWES ST. SUITE 100
FORT COLLINS, CO 80521
STEPHANIE THOMAS
P: (970) 221-4158
NORRIS DESIGN
244 NORTH COLLEGE AVE.
SUITE 165
FORT COLLINS, CO 80521
RYAN MCBREEN / CARA SCOHY
P: (970) 409-3414
ROCKEFELLER ACQUISITIONS, LLC
1401 LAWRENCE ST. SUITE 1600
DENVER, CO 80202
DAVID KLEBBA
P: (303) 807-9005
OWNER/APPLICANT:
ENVIRONMENTAL CONSULTANT:ELECTRICAL ENGINEER:
PROSPECT ROAD BOXELDER CREEKMV CONSULTING INC.
4640 N PECOS ST. UNIT F
DENVER, CO 80211
MARCUS T. VAHLING
P: (303)-325-3271
CEDAR CREEK ASSOCIATES, INC.
PO BOX 272150
FORT COLLINS, CO 80527
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
NOTES
G002
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
GATEWAY AT PROSPECT APARTMENTS
FORT COLLINS, COLORADO
SITE PLAN NOTES
1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION
INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES,
PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS,
AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND
OTHER SURVEY INFORMATION.
3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS.
AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY
PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE
SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN
CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING,
THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE
BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT,
METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH
SURROUNDING BUILDING SURFACES.
5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE
PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE
REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A
CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO
AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT
AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION.
SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS
GRANTED BY THE CITY.
8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL
BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE
RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL
DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST
SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST
SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48
CROSS SLOPE.
11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET
MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE
REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE COMMON AREA.
THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT
STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN
THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS
OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING
MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE
OWNER/DEVELOPER.
13.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER
PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE
DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF
PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING,
SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED
ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED
COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF
ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
14.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
15.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND
APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF
OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR
OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE
SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH
ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE
LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE
CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO
PROVIDE ADEQUATE VISIBILITY.
16.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND
APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF
ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED,
MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS
SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING
IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE
STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF
SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY
MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE
PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO
IDENTIFY THE STRUCTURE.
17.FORT COLLINS PARKS IMPACT: THERE SHALL BE NO EQUIPMENT, MATERIALS, OR
ITEMS STORED ON A FORT COLLINS PARKS TRAIL OR WITHIN THE TRAIL EASEMENT.
IF THERE IS A NEED TO CLOSE A SECTION OF THE TRAIL FOR ANY REASON, A
TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AND APPROVED THROUGH
TRAFFIC CONTROL. THE PARKS DEPARTMENT WILL NEED SIGN OFF ON IT ONCE
SUBMITTED. PLEASE KEEP THE CLOSURES TO THE SHORTEST AMOUNT OF TIME
DEPENDING ON WORK SCHEDULING AND FLOW. PARKS DEPARTMENT PLANNING
STAFF CAN HELP WITH ANY QUESTIONS YOU MAY HAVE REGARDING THESE
STANDARDS. THERE SHALL BE NO ENCROACHMENTS INTO THE TRAIL EASEMENT
DURING THE CONSTRUCTION PROCESS. IF IT IS DETERMINED THAT AN
ENCROACHMENT IS REQUIRED, FOR ANY REASON, PLEASE CONTACT ONE OF THE
PARK REPRESENTATIVES.
CITY OF GREELEY NOTES:
1.ALL EASEMENTS AND RIGHTS-OF-WAY CROSSING THE CITY OF
GREELEY EASEMENT ARE SUBJECT TO THE RIGHTS OF SAID CITY OF
GREELEY EASEMENT.
2.THERE SHALL BE NO PERMANENT STRUCTURES, CONCRETE SLABS,
DETENTION PONDS, FENCES, WALLS, TREES, OR OTHER LANDSCAPING
OR BERMS GREATER THAN 3 FEET AT MATURE GROWTH, OR OTHER
OBSTRUCTIONS WITHIN THE CITY OF GREELEY EASEMENT. NO COVER
SHALL BE REMOVED AND/OR ADDED WITHOUT WRITTEN PERMISSION
FROM CITY OF GREELEY WATER ENGINEER.
3.THERE SHALL BE NO OTHER UTILITIES WITHIN THE CITY OF GREELEY
EASEMENT EXCEPT AT RIGHT ANGLE CROSSINGS AND UNLESS
PREVIOUSLY APPROVED BY THE CITY OF GREELEY WATER & SEWER
DEPARTMENT. ALL PLANS SHALL BE SUBMITTED DURING THE DESIGN
PHASE AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION AND SHALL
SHOW POTHOLED LOCATIONS AND ELEVATIONS IN PLAN AND PROFILE
VIEW. GREELEY WATER & SEWER WILL ISSUE APPROPRIATE
CROSSING APPROVAL.
4.IN THE EVENT THAT EXCAVATION IS REQUIRED FOR THE CITY OF
GREELEY WATER PIPELINES DUE TO WATER PIPELINE REPAIRS,
REPLACEMENT OR OTHER OPERATIONS, THE EXCAVATION WILL BE
BACKFILLED SAFELY BUT SURFACE RESTORATION WILL NOT BE DONE
BY/ OR AT THE EXPENSE OF THE CITY OF GREELEY.
5.GREELEY WATER PIPELINE LOCATIONS ARE APPROXIMATE, CONTACT
THE TRANSMISSION LINE TECHNICIAN AT 970-371-3726, 72 HOURS IN
ADVANCE OF ANY LOCATE REQUEST OR ANY CONSTRUCTION
ACTIVITIES WITHIN THE GREELEY WATER PIPELINE EASEMENT.
6.THERE SHALL BE NO VIBRATORY OR HEAVY SHEEPSFOOT
COMPACTION WITHIN 20 FEET OF THE EXISTING WATER TRANSMISSION
PIPELINE. STATIC COMPACTION EQUIPMENT SHALL BE USED.
7.GREELEY PIPELINES MUST HAVE A MINIMUM OF SIX (6) FEET OF COVER
AT ALL LOCATIONS TO BE USED AS A LAND BRIDGE DURING ANY
CONSTRUCTION ACTIVITIES.
8.NO CUTS IN GRADING ARE ALLOWED WITHIN THE TRANSMISSION
WATERLINE EASEMENTS UNLESS SUFFICIENT COVER EXISTS AND IS
REVIEWED / APPROVED BY THE CITY OF GREELEY.
9.GREELEY WATER LINE SUPPORT AT CROSSINGS SHALL BE
INCORPORATED INTO THE DESIGN IF PROPOSED UTILITY CROSSING IS
BELOW THE WATER LINE USING OPEN TRENCH CONSTRUCTION.
10.ANY IRRIGATION LINES AND/OR SPRINKLER SYSTEMS LOCATED
WITHIN GREELEY EASEMENT REQUIRES CONTRACTOR TO PROVIDE
GREELEY A FULL SET OF LANDSCAPING & IRRIGATION/SPRINKLER
SYSTEM PLANS FOR REVIEW AND APPROVAL. PLANS TO BE PROVIDED
A MINIMUM OF 2 WEEKS PRIOR TO CONSTRUCTION. VALVE BOXES
ARE NOT TO BE LOCATED WITHIN GREELEY'S EASEMENT.
11.ANY WORK TO BE DONE ON CITY OF GREELEY WATERLINE(S) SHALL
CONFORM TO CURRENT CITY OF GREELEY SPECIFICATIONS.
1.THE CONTRACTOR AND OWNER'S REPRESENTATIVE SHALL CONTACT THE
LANDSCAPE ARCHITECT FOR A PRE-CONSTRUCTION MEETING PRIOR TO START OF
ANY WORK SHOWN ON THESE PLANS.
2.THESE PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION OR PERMITTING UNLESS
STATED FOR SUCH USE IN THE TITLE BLOCK.
3.DRAWINGS ARE INTENDED TO BE PRINTED ON 36 X 24 PAPER. PRINTING THESE
DRAWINGS AT A DIFFERENT SIZE WILL IMPACT THE SCALE. VERIFY THE GRAPHIC
SCALE BEFORE REFERENCING ANY MEASUREMENTS ON THESE SHEETS. THE
RECIPIENT OF THESE DRAWINGS SHALL BE RESPONSIBLE FOR ANY ERRORS
RESULTING FROM INCORRECT PRINTING, COPYING, OR ANY OTHER CHANGES THAT
ALTER THE SCALE OF THE DRAWINGS.
4.VERIFY ALL PLAN DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE
OWNER'S REPRESENTATIVE TO ADDRESS ANY QUESTIONS OR CLARIFY ANY
DISCREPANCIES.
5.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
6.REVISIONS TO THESE DOCUMENTS, REVIEW AND CONSIDERATIONS OF
SUBSTITUTIONS, OWNER DIRECTED CHANGES, AND/OR RFI RESPONSES WHICH
REQUIRE PROVIDING ADDITIONAL DETAIL AFTER APPROVAL OF THE PERMIT SET
MAY REQUIRE APPROVAL OF AN ADDITIONAL SERVICES REQUEST BY THE CLIENT.
7.SUBMIT A CHANGE ORDER FOR APPROVAL FOR ANY CHANGES TO WORK SCOPE
RESULTING FROM FIELD CONDITIONS OR DIRECTION BY OWNER'S REPRESENTATIVE
WHICH REQUIRE ADDITIONAL COST TO THE OWNER PRIOR TO PERFORMANCE OF
WORK.
8.THE CONTRACTOR SHALL PROVIDE A STAKED LAYOUT OF ALL SITE IMPROVEMENTS
FOR INSPECTION BY THE OWNER'S REPRESENTATIVE AND MAKE MODIFICATIONS AS
REQUIRED. ALL LAYOUT INFORMATION IS AVAILABLE IN DIGITAL FORMAT FOR USE
BY THE CONTRACTOR.
9.IF A GEOTECHNICAL SOILS REPORT IS NOT AVAILABLE AT THE TIME OF
CONSTRUCTION, NORRIS DESIGN RECOMMENDS A REPORT BE AUTHORIZED BY THE
OWNER AND THAT ALL RECOMMENDATIONS OF THE REPORT ARE FOLLOWED
DURING CONSTRUCTION. THE CONTRACTOR SHALL USE THESE CONTRACT
DOCUMENTS AS A BASIS FOR THE BID. IF THE OWNER ELECTS TO PROVIDE A
GEOTECHNICAL REPORT, THE CONTRACTOR SHALL REVIEW THE REPORT AND
SUBMIT AN APPROPRIATE CHANGE ORDER TO THE OWNER'S REPRESENTATIVE IF
ADDITIONAL COSTS ARE REQUESTED.
10.CONTRACTOR SHALL CONFIRM THAT SITE CONDITIONS ARE SIMILAR TO THE PLANS,
WITHIN TOLERANCES STATED IN THE CONTRACT DOCUMENTS, AND SATISFACTORY
TO THE CONTRACTOR PRIOR TO START OF WORK. SHOULD SITE CONDITIONS BE
DIFFERENT THAN
REPRESENTED ON THE PLANS OR UNSATISFACTORY TO THE CONTRACTOR, THE
CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE FOR
CLARIFICATION AND FURTHER DIRECTION.
11.CONTRACTOR IS RESPONSIBLE TO PAY FOR, AND OBTAIN, ANY REQUIRED
APPLICATIONS, PERMITTING, LICENSES, INSPECTIONS AND METERS ASSOCIATED
WITH WORK.
12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES
ASSESSED TO THE OWNER RELATING TO ANY VIOLATIONS OR NON-CONFORMANCE
WITH THE PLANS, SPECIFICATIONS, CONTRACT DOCUMENTS, JURISDICTIONAL
CODES, AND REGULATORY AGENCIES.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UTILITY
LOCATES PRIOR TO ANY EXCAVATION. REFER TO ENGINEERING UTILITY PLANS FOR
ALL PROPOSED UTILITY LOCATIONS AND DETAILS. NOTIFY OWNER'S
REPRESENTATIVE IF EXISTING OR PROPOSED UTILITIES INTERFERE WITH THE
ABILITY TO PERFORM WORK.
14.UNLESS IDENTIFIED ON THE PLANS FOR DEMOLITION OR REMOVAL, THE
CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT OR
EXISTING LANDSCAPE, ADJACENT OR EXISTING PAVING, OR ANY PUBLIC AND
PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR
SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION, ESTABLISHMENT OR
DURING THE SPECIFIED MAINTENANCE PERIOD. ALL DAMAGES SHALL BE REPAIRED
TO PRE-CONSTRUCTION CONDITIONS AS DETERMINED BY THE OWNER'S
REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR LOGGING ANY
DAMAGES PRIOR TO START OF CONSTRUCTION AND DURING THE CONTRACT
PERIOD.
15.ALL WORK SHALL BE CONFINED TO THE AREA WITHIN THE CONSTRUCTION LIMITS
AS SHOWN ON THE PLANS. ANY AREAS OR IMPROVEMENTS DISTURBED OUTSIDE
THESE LIMITS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION AT THE
CONTRACTOR'S EXPENSE. IN THE EVENT THE CONTRACTOR REQUIRES A
MODIFICATION TO THE CONSTRUCTION LIMITS, WRITTEN PERMISSION MUST BE
OBTAINED FROM THE OWNER'S REPRESENTATIVE PRIOR TO ANY DISTURBANCE
OUTSIDE OF THE LIMITS OF WORK.
16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR
TRENCHES OR EXCAVATIONS THAT SETTLE.
17.THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND SUBMIT A TRAFFIC
CONTROL PLAN TO THE APPROPRIATE JURISDICTIONAL AGENCIES AND THE
OWNER'S REPRESENTATIVE IF THEIR WORK AND OPERATIONS AFFECT OR IMPACT
THE PUBLIC RIGHTS-OF-WAY. OBTAIN APPROVAL PRIOR TO ANY WORK WHICH
AFFECTS OR IMPACTS THE PUBLIC RIGHTS-OF-WAY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER RELATING
TO THIS REQUIREMENT DURING THE CONTRACT PERIOD.
18.SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BY EQUIPMENT,
CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHER VISUAL OBSTACLE
DURING THE CONTRACT PERIOD AND AT MATURITY OF PLANTS PER LOCAL
JURISDICTIONAL REQUIREMENTS.
19.NO PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTED
ADJACENT TO FIRE HYDRANTS AS STIPULATED BY JURISDICTIONAL REQUIREMENTS.
20.COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH
OWNER'S REPRESENTATIVE.
21.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SAFETY FENCING AND
BARRIERS AROUND ALL IMPROVEMENTS SUCH AS WALLS, PLAY STRUCTURES,
EXCAVATIONS, ETC. ASSOCIATED WITH THEIR WORK UNTIL SUCH FACILITIES ARE
COMPLETELY INSTALLED PER THE PLANS, SPECIFICATIONS AND MANUFACTURER'S
RECOMMENDATIONS.
22.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THEIR MATERIAL
STOCK PILES AND WORK FROM VANDALISM, EROSION OR UNINTENDED
DISTURBANCE DURING THE CONSTRUCTION PERIOD AND UNTIL FINAL ACCEPTANCE
IS ISSUED.
23.THE CONTRACTOR SHALL KNOW, UNDERSTAND AND ABIDE BY ANY STORM WATER
POLLUTION PREVENTION PLAN (SWPPP) ASSOCIATED WITH THE SITE. IF A STORM
WATER POLLUTION PREVENTION PLAN IS NOT PROVIDED BY THE OWNER'S
REPRESENTATIVE, REQUEST A COPY BEFORE PERFORMANCE OF ANY SITE WORK.
24.MAINTAIN ANY STORM WATER MANAGEMENT FACILITIES THAT EXIST ON SITE FOR
FULL FUNCTIONALITY. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ANY NEW
STORM WATER MANAGEMENT FACILITIES THAT ARE IDENTIFIED IN THE SCOPE OF
WORK TO FULL FUNCTIONALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ANY FINES OR PENALTIES ASSESSED TO THE OWNER FOR FAILURE TO MAINTAIN
STORM WATER MANAGEMENT FACILITIES DURING THE CONTRACT PERIOD.
25.THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER
POLLUTANTS FROM EXITING THE SITE OR ENTERING THE STORM SEWER SYSTEM
DURING ALL DEMOLITION OR CONSTRUCTION OPERATIONS THAT ARE PART OF THIS
PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR
PENALTIES ASSESSED TO THE OWNER RELATING TO THESE REQUIREMENTS DURING
THEIR CONTRACTED COURSE OF WORK.
26.THE CONTRACTOR SHALL BE RESPONSIBLE TO PREVENT ANY IMPACTS TO
ADJACENT WATERWAYS, WETLANDS, OR OTHER ENVIRONMENTALLY SENSITIVE
AREAS RESULTING FROM WORK DONE AS PART OF THIS PROJECT. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED
TO THE OWNER RELATING TO THESE STANDARDS DURING THEIR CONTRACTED
COURSE OF WORK.
27.THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL
LOADS OF CONSTRUCTION MATERIAL IMPORTED TO OR EXPORTED FROM THE
PROJECT SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF MATERIAL
DURING TRANSPORT. TRANSPORTATION METHODS ON PUBLIC RIGHT-OF WAYS
SHALL CONFORM TO JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED TO THE OWNER
RELATING TO THESE REQUIREMENTS.
28.THE CLEANING OF EQUIPMENT IS PROHIBITED AT THE JOB SITE UNLESS
AUTHORIZED BY THE OWNER'S REPRESENTATIVE IN A DESIGNATED AREA. THE
DISCHARGE OF WATER, WASTE CONCRETE, POLLUTANTS, OR OTHER MATERIALS
SHALL ONLY OCCUR IN AREAS DESIGNED FOR SUCH USE AND APPROVED BY THE
OWNER'S REPRESENTATIVE.
29.THE CLEANING OF CONCRETE EQUIPMENT IS PROHIBITED AT THE JOB SITE EXCEPT
IN DESIGNATED CONCRETE WASHOUT AREAS. THE DISCHARGE OF WATER
CONTAINING WASTE CONCRETE IN THE STORM SEWER IS PROHIBITED.
30.THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE POSTS TO STAKE DOWN
STRAW OR HAY BALES OR TO SUPPORT SILT FENCING USED AS AN EROSION
CONTROL MEASURE IS PROHIBITED.
31.OPEN SPACE SWALES: IF SWALES ARE EXISTING ON SITE AND ARE NOT INTENDED
TO BE MODIFIED AS PART OF THE PLANS, THE CONTRACTOR SHALL BE
RESPONSIBLE TO MAINTAIN THE CONVEYANCE OF WATER WITHIN THE SWALES
DURING THE CONTRACT PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ANY DIVERSION OR PUMPING OF WATER IF REQUIRED TO COMPLETE WORK. ANY
SWALES DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO
THEIR ORIGINAL CONDITION. IF THE SWALE NEEDS TO BE DISTURBED OR MODIFIED
FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S
REPRESENTATIVE FOR APPROVAL PRIOR TO DISTURBANCE.
32.DETENTION AND WATER QUALITY PONDS: IF DETENTION PONDS AND WATER
QUALITY PONDS ARE EXISTING ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS
PART OF THE PLANS, THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE
PONDS, DRAINAGE STRUCTURES AND SPILLWAYS DURING CONSTRUCTION. ALL
PONDS, DRAINAGE STRUCTURES AND SPILLWAYS SHALL BE MAINTAINED IN
OPERABLE CONDITIONS AT ALL TIMES. ANY POND OR SPILLWAY AREAS DISTURBED
BY THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL
CONDITION. IF THE POND NEEDS TO BE DISTURBED OR MODIFIED FOR ANY REASON,
THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR APPROVAL
PRIOR TO DISTURBANCE.
33.MAINTENANCE ACCESS BENCHES: IF MAINTENANCE BENCHES OR ACCESS ROADS
EXIST ON SITE AND ARE NOT INTENDED TO BE MODIFIED AS PART OF THE PLANS,
THE CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE BENCHES OR ACCESS
ROADS DURING CONSTRUCTION. ANY BENCHES OR ACCESS ROADS DISTURBED BY
THE CONTRACTOR SHALL BE REPAIRED/RESTORED TO THEIR ORIGINAL CONDITION.
THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING BENCHES AND
ACCESS ROADS DURING THE CONSTRUCTION PERIOD. IF ACCESS NEEDS TO BE
BLOCKED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S
REPRESENTATIVE FOR APPROVAL PRIOR TO INTERRUPTION OF ACCESS.
34.LOCAL, STATE AND FEDERAL JURISDICTIONAL REQUIREMENTS, RESTRICTIONS OR
PROCEDURES SHALL SUPERSEDE THESE PLANS, NOTES AND SPECIFICATIONS
WHEN MORE STRINGENT. NOTIFY THE OWNER'S REPRESENTATIVE IF CONFLICTS
OCCUR.
GENERAL NOTES
C C C C
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C C C C C C
CCCCCCCCCCCCCC
C CCCCWWW WWW
WNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
UDFF FWWFFW
SSSSS S SSSNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAS
T
DO NOT P
O
L
L
U
TEDRAINS TOWATERWAYS
DO NOT POLLUTE D
R
A
I
N
S
TO
W
A
T
E
RW
A
Y
S
NYLOPLAST
D
U
C
T
IL
E
I
R
O
N UDE E E E EG G G GG G G G GGGGGGGGGGGE E E E EEEEEEEEEEEEGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSWFW
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAY
S
UD
NYLOPLAST DO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLAST DO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST DU
C
T
I
L
E
I
R
O
N
WIRWEEEEEEUDUDNYLOP
L
A
S
T
DO NOT P
O
L
L
U
TEDRAINS TOWATERWAYS
DO NOT POLL
U
T
E
D
RA
I
N
S
T
O
WA
T
E
R
W
A
YS
NYLOPLAST DUC
T
I
L
E
I
R
O
N
NYLOPLAS
T
DO NOT P
O
L
L
U
T
EDRAINS TOWATERWAYS DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
D
U
C
T
I
L
E
I
R
O
N
NYLOPLAS
T
DO NOT POL
L
U
T
EDRAINS TO
WATERWA
Y
S
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
D
U
C
T
I
L
E
I
R
O
N
NYLOPL
A
ST
DO NOT POL
L
U
T
EDRAINS TO
WATERWA
Y
S
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
D
U
C
T
I
L
E
I
R
O
N
UD FWW
E WEEEEEEEEE EEEEWF
E E
FWE NYLOPLAST
DO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
AYS
NYLOPLAST DUCTILE IRON
WFWXXXXXXXXX
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
OHEOHEXXXXXXXXX X X X XXXXXXXXW W W W
T
T T T T T T SSSS
SS SS SSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS
E E E E E E E E E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
T
W
W W
W
W
SS SS SS SS
W W
W
W W W
WX CONTROL
IRR
CONTROL
IRR
H2O
H2O
AC
W
W BL
BL
BLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL
BL
BLBLBLBLBLBLBLBL BLBL
BLBLBLBL
BLBLBLSDSDSDSDSDSDSDSDSDSDS
H2O
S GGGGGGOHU OHU OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SS SS SSS
S
V.P.
V.P.
H2O
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS 27" SS 27" SS
27" SS
27" SS
27" SS 27" SS 27" SS 27" SS
2
7
"
SS
2
7
"
SS
2
7
"
SS
27" SS27" SS12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W SDSDSDNP
NPNP12"
W
12" W
EEEEEEEEEEEEEEEEEEEEE
EEEE
EEEEEEEEEEEEEEE
EEEEEEEEEEEEEEEEEEEEEE VAULTVAULTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEESD
SD
VAULT
SDSDSDSDSD NPNP
NP NPSD
UD UD UD
UD
UD
BLDG # 1
TYPE B
32 UNITS
BLDG # 2
TYPE A
25 UNITS
BLDG # 9
TYPE C1
31 UNITS
BLDG # 8
TYPE B
32 UNITS
BLDG # 7
TYPE B
32 UNITS
ZONING: LMN
LOW DENSITY
MIXED-USE
SFD
ZONING: UR 1
URBAN RESIDENTIAL
ZONING: UE
URBAN ESTATE
DISTRICT
BLDG # 4
TYPE C2
31 UNITS
BLDG # 5
TYPE C1
31 UNITS
BLDG # 6
TYPE C2
31 UNITS
POOL
BLDG # 3
TYPE C1
31 UNITS
DETENTION
RAIN
GARDEN
RE: CIVILSTREET BSTREET D
S
T
R
E
E
T
E
CLUBHOUSE BOXELDER CREEKDETENTION
DOG
PARK
GAMES LAWN
PROSPECT RD.
ZONING: LMN
LOW DENSITY
MIXED-USE
AMENITY SPACE
AMENITY SPACE
AMENITY SPACE
AMENITY SPACE
FUTURE REGIONAL TRAIL
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINE
BOXELDER CREEK TOP OF BANK
P
RO
P
E
R
T
Y
L
I
N
E
PROPERTY LINEEROSION BUFFER LIMIT
FEMA 100-YR
FLOODPLAIN
FEMA 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODPLAIN
STORMWATER NATURAL
HABITAT BUFFER ZONE
STORMWATER NATURAL
HABITAT BUFFER ZONE
PRIVATE STREET A
CODE DESCRIPTION QTY PRODUCT NAME MANUFACTURER MODEL #COLOR / FINISH SIZE / DIMENSIONS DETAIL
S-01 BENCH 4 NEW CASTLE SIX FOOT
BACKED BENCH SITESCAPES NC1-1000 ONYX 26"X34"X72"3/LS-501
S-02 PICNIC TABLE 12 RECTANGULAR PICNIC
TABLE SITESCAPES NY6-2000-ADA 96"X60"1/LS-501
S-03 PET WASTE STATION 1 PET PICKUP STATION DOGIPOT ALUMINUM DOGIPOT PET STATION, #1003-L FOREST GREEN 10 GAL TRASH
RECEPTACLE, 4`-8" POST 7/LS-501
S-04 BIKE RACK - 2 SPACES 87 CYCLOOPS COLUMBIA CASCADE
BICYCLE MANAGEMENT 2170-3-P-B BLACK 4/LS-501
S-05 GRILL 7 5/LS-501
S-06 TRASH RECEPTACLE 5 NEWCASTLE TRASH
RECEPTACLE SITESCAPES NC2-2107 ONYX 36 GAL. 25"X44"2/LS-501
S-07 POOL CHAIR 34
S-08 CHAIR 11
S-09 SHADE STRUCTURE 1 6/LS-501
S-10 CABANA 2
S-11 RECTANGULAR FIRE PIT 2
S-12 ADIRONDACK CHAIR 8
S-13 TABLE 1
S-14 UMBRELLA 1
S-15 BAR STOOL 4
AMENITY SCHEDULE
CODE DESCRIPTION MANUFACTURER PRODUCT NAME COLOR / FINISH SIZE / DIMENSIONS DETAIL NOTES
M-01 STEEL EDGER RYERSON N/A
GUAGE GREEN, ROLL
TOP, INTERLOCKING TPYE
PERFORATED EDGER
4" X 14"5/LP-501 INSTALL PER MANUFACTURER`S SPECIFICATIONS
M-02 BOULDER 2`BEDROCK LANDSCAPING
MATERIALS
COLORADO BUFF
BOULDERS STANDARD 2` WIDTH 2/LP-501 SURFACE SELECT BOULDERS
M-03 BOULDER 3`BEDROCK LANDSCAPING
MATERIALS
COLORADO BUFF
BOULDERS STANDARD 3` WIDTH 2/LP-501 SURFACE SELECT BOULDERS
M-04 SHRUB BED AREA REFER TO GENERAL LANDSCAPE NOTE 15
M-05 CRUSHER FINES PIONEER SAND CRUSHER FINES GRAY BREEZE 4" DEPTH INSTALL PER MANUFACTUER`S SPECIFICATIONS
M-06 FOUNDATION ROCK MULCH
(NO IRRIGATION)PIONEER SAND & GRAVEL MOUNTAIN GRANITE GREY 1.5"4" MINIMUM DEPTH, RE: LANDSCAPE NOTES
M-07 ARTIFICAL TURF SYNLAWN PLAY PREMIUM FIELD GREEN REFER TO PLANS FOR
SIZING AND PLACEMENT INSTALL PER MANUFACTURER`S SPECIFICATIONS
M-11 TURF
M-12 DOG RUN PEA GRAVEL PIONEER SAND PEA GRAVEL NATURAL
3/8" WASHED RIVER ROCK
AND BROWN MASON
SAND
70% SAND / 30% PEA GRAVEL MIX. REFER TO
MANUFACTUER`S SPECIFICATIONS FOR INSTALLATION
M-13 FENCE-1 AMERISTAR MONTAGE PLUS BLACK 5` HEIGHT.1/LS-502 INSTALL PER MANUFACTURER`S SPECIFICATIONS
M-14 FENCE-2 4` HEIGHT.2/LS-502 INSTALL PER MANUFACTURER`S SPECIFICATIONS
M-15 TREE GRATE NEENAH FOUNDRY
COMPANY TREE GRATE & FRAME GRAY CAST IRON - NOT
PAINTED 5`-0" SQUARE.8/LS-501 INSTALL PER MANUFACTURER`S SPECIFICATIONS
MATERIAL SCHEDULE
SYMBOL DESCRIPTION
S-01 BENCH
S-03 PICNIC TABLE
S-07 PET WASTE STATION
S-08 BIKE RACK - 2 SPACES
S-09 GRILL
S-10 TRASH RECEPTACLE
S-11 POOL CHAIR
S-12 CHAIR
S-13 SHADE STRUCTURE
S-14 CABANA
S-15 FIRE PIT
S-17 ADIRONDACK CHAIR
S-18 TREE GRATE
S-19 TABLE
S-20 UMBRELLA
WETLAND BOUNDARY
EXISTING NATURAL HABITAT BUFFER
PROPOSED CONTOURS
EXISTING CONTOURS
PROPERTY LINE
FENCE
PA PLANTING AREA
C COMPACT PARKING SPACE
HANDICAPPED PARKING SPACE
SITE LIGHTING
SHEET MATCH LINE
OVERALL SITE
PLAN
LS100
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
LEGEND
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
NORTH
0 6030 120
SCALE 1" = 60'
LS101 LS102
LS103
LS105
LS104
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C C C C C C
CCCCCCCWWW
EE EEFF FWSSS
SE
GGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEE
UDUDUDNYLOP
L
A
ST
DO N
O
T
P
OL
LU
TE
DRAIN
S
TOWATE
RW
AY
S
DO NO
T
P
O
LL
U
T
E
D
RA
I
NS
TO
WA
TE
RW
A
YS
NYLO
P
LA
S
T
D
U
C
T
I
L
E
I
R
ON NYLOPLASTDO NOT POLLUTEDRAIN
S
T
O
WATER
W
A
Y
S DO NOT POLLUTE DRAINS TO WATERWAYSNYLO
P
L
A
S
T
D
U
C
T
I
L
E
I
R
O
N
W
EE
EEEEEEEEEEEEEEEEEEEEEEEEGEE E E E E E
EEEWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSS SS
W
27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS
27" SS
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS12" W12" W27" SS27" SS12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
27" SS
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULT
TRASH ENCLOSURE
RE: ARCH
30'-0"12'-5"15'-0"
TYP.22'-2"24'-0"
TYP.
15'-0"
TYP.
36'-0"8'-6"
5'-0" CONCRETE WALK, TYP.
15'-0"8'-6"5'-0" CONCRETE WALK, TYP.17'-5"36'-0"11'-2"8'-6"8'-0"
5'-0" CONRETE WALK, TYP.
24'-0"7'-0"TYP.48'-6"18'-0"TYP.6'-0" TYP.7'-0" TYP.10'-0"15'-0"TYP.15'-0"TYP.23'-0"8'-0"8'-0"TYP.26'-0"
TYP.
18'-0"
TYP.
6'-0" TYP.
7'-0" TYP.
8'-0"5'-6"5'-0" TYP.S-01
S-02
S-05
S-04
S-04
S-01
S-02
S-04
S-05
S-06
S-06
STREET D
BLDG # 4
TYPE C2
31 UNITS
BLDG # 8
TYPE B
32 UNITS
BLDG # 3
TYPE C1
31 UNITS
BLDG # 2
TYPE A
25 UNITSSTREET BPAPAPA
PA
PA
PA
PA
PA
PA
PA
PAPROPERTY LINEPROPERTY LINE
15'-0"
BUILDING SETBACK
9'-0"
UTILTY EASEMENT
PA
PA
PA
PA
PA
PA
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
PA
PA
PA
45'-0"
UTILITY EAS
E
M
E
N
T
26'-0"
EMERGENC
Y
ACCESS EA
S
E
M
E
N
T 47'-0"UTILITY EASEMENT26'-0" EMERGENCY ACCESS EASEMENT10'-0"
UTILITY EASMENT
PA
26'-0" EMERGENCY
ACCESS EASMENT 6'-0" CONCRETE WALK, TYP.S-12
S-12
N-07
N-05
N-06
SYMBOL DESCRIPTION
S-01 BENCH
S-03 PICNIC TABLE
S-07 PET WASTE STATION
S-08 BIKE RACK - 2 SPACES
S-09 GRILL
S-10 TRASH RECEPTACLE
S-11 POOL CHAIR
S-12 CHAIR
S-13 SHADE STRUCTURE
S-14 CABANA
S-15 FIRE PIT
S-17 ADIRONDACK CHAIR
S-18 TREE GRATE
WETLAND BOUNDARY
EXISTING NATURAL HABITAT BUFFER
PROPOSED CONTOURS
EXISTING CONTOURS
PROPERTY LINE
FENCE
PA PLANTING AREA
C COMPACT PARKING SPACE
HANDICAPPED PARKING SPACE
SITE LIGHTING
SHEET MATCH LINE
CODE DESCRIPTION DETAIL
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
N-08 FESTOON LIGHTING
KEY NOTES
SITE PLAN
LS101
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
LS102LS101
LS103
LS105
LS104
NORTH
0 2010 40
SCALE 1" = 20'
MATCHLINE - SEE SHEET LS103 MATCHLINE - SEE SHEET LS102LEGEND
C C C C CCCCCCC
C CCWEEEEEE
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
UDUDWFF
W
S SSNYLOPLAS
TDO NO
T
P
OL
LU
TEDRAIN
S
TOWATER
WA
YS
DO NO
T
P
OL
L
UT
E
D
RA
I
NS
TO
W
A
TE
RW
AY
S
NYLO
P
LA
ST
DU
C
TI
L
E
I
RO
N UDUDUDE E E E E E E E E E E E EEEEG G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGNYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAY
S
DO NOT P
O
LLU
T
E D
RAIN
S
TO WATE
RWAY
S
NYLOPLAS
T
DUC
T
I
LE I
RONW
EEEEEEEEEEEEEEFWWEEEEEEGEENYLOPLASTDO NOT POLLU
TE DRAINS TOWATERWAYSDO NOT POLL
U
TE
DRAIN
S TO
WAT
ERWA
YS
NYLOPLAS
T
DUCT
I
LE IRONBLBLBLBLBLBLBLBLBL
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS
2
7
"
SS
2
7
"
SS
2
7
"
SS
2
7
"
SS
2
7
"
SS
2
7
"
SS
2
7
"
SS
2
7
"
SS
12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
12" W
12" W
12" W
12" W
SDSDSDSDSDSDSDSDSDNP
NP
NP
NP
NP
NP
12" W
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
EEEEEEEEE8" W8" WSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDNPNP NPNPNPNP
NP
NPSDSD20'-0"5
'
-
0
"14'-0" TYP.5'-6" TYP.17'-4"24'-0"8'-6"1
8
'
-
0
"
T
Y
P
.
6
'
-
0
"
T
Y
P
.
1
5
'
-
0
"
T
Y
P
.8'-0"TYP.15'-6"5'-0" CONCRETE WALK, TYP.8'-6"36'-0"8'-0"8'-6"
5'-0" CONCRETE WALK, TYP.
10'-1"24'-0"10'-0"
5'-0" CONCRETE WALK, TYP.
16'-0"7'-0" TYP.7
'
-
0
"
T
Y
P
.
2
4
'
-
0
"20'-0"23'-0"8'-0" TYP.
FUTURE REGIONAL TRAIL
S-04
S-02
S-05
S-04
S-06
S-04
S-04
STREET D
BLDG # 5
TYPE C1
31 UNITS
BLDG. # 6
TYPE C2
31 UNITS
BLDG # 7
TYPE B
32 UNITS
S
T
R
E
E
T
EPROPERTY
L
INE
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PROPER
T
Y
L
I
N
E
DETENTION PROPERTY LINEPA
FUTURE REGIONAL TRAIL9'-0" UTILITY EASEMENT15'-0" BUILDING SETBACK45'-6"DRAINAGE EASE
MENT
100 YR WSEL
100 YR WSEL
BOXELDER CREEK TOP OF BANK
BOXELDER CREEKPA
PA
PA
PA
PA PA
PA PA
PA
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
PA
PA 20'-0"DRAI
N
A
G
E
EASE
ME
NT
46'-0"UTILITY EASEMENT26'-0" EMERGENCY ACCESS EASEMENT20'-0"
TEMPO
R
A
R
Y
DRAINA
G
E
E
A
S
E
M
E
N
T
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
34'-0"DRAI
NA
GE EA
SE
ME
NT 21'-0"EAS
E
M
E
NT
3
0
'
-
0
"
T
R
A
I
L
E
A
S
E
M
E
N
T
EROSION BUFFER LIMIT
PA
PA
STORMWATER NATURAL
HABITAT BUFFER ZONE
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FEMA 100-YR FLOODWAY & FLOODPLAIN
S-04
N-07
N-07
N-05
N-06
SYMBOL DESCRIPTION
S-01 BENCH
S-03 PICNIC TABLE
S-07 PET WASTE STATION
S-08 BIKE RACK - 2 SPACES
S-09 GRILL
S-10 TRASH RECEPTACLE
S-11 POOL CHAIR
S-12 CHAIR
S-13 SHADE STRUCTURE
S-14 CABANA
S-15 FIRE PIT
S-17 ADIRONDACK CHAIR
S-18 TREE GRATE
S-19 TABLE
S-20 UMBRELLA
WETLAND BOUNDARY
EXISTING NATURAL HABITAT BUFFER
PROPOSED CONTOURS
EXISTING CONTOURS
PROPERTY LINE
FENCE
PA PLANTING AREA
C COMPACT PARKING SPACE
HANDICAPPED PARKING SPACE
SITE LIGHTING
SHEET MATCH LINE
CODE DESCRIPTION DETAIL
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
N-08 FESTOON LIGHTING
KEY NOTES
LS102LS101
LS103
LS105
LS104
SITE PLAN
LS102
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
NORTH
0 2010 40
SCALE 1" = 20'MATCHLINE - SEE SHEET LS101MATCHLINE - SEE SHEET LS104
LEGEND
CCCCCCCCCCCCCCCCCCCCCWW WE
EEE
EEUDUDUD UD
UD
SSNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
G
G G G G G G G G G G G G GGGGGGGGGGGGGGGGE
E E E E E E E E E E E E EEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGNYLOPLAST
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON WIREUDUDUDNYLOPLASTDO NOT POLLUTEDRAINS TOWAT
E
R
W
A
Y
S DO NOT POLLUTE DRAINS TO WATERWAYSNYLOP
L
A
S
T
D
U
C
T
I
L
E
I
R
O
N
NYLOP
L
A
ST
DO N
O
T
P
OL
LU
TE
DRAIN
S
TOWATE
RW
AY
S
DO NO
T
P
OL
L
UT
E
D
R
A
I
N
S
TO
W
A
TE
RW
A
Y
S NYLOPL
A
ST
DU
C
T
I
L
E
I
RO
N
UD UD UD
E E E
EEEE
E
E
E
EEEEEEEEEEEEEEEEEEWF
FW WFXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW
W
W
W
W
W
W
W
W
W
W
W
H2O
WW27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE8'-6" TYP.18'-0"TYP.10'-0" CONCRETE WALK7'-3"10'-0"23'-0"8'-0"8'-6"
5'-0" CONCRETE WALK, TYP.
10'-9"5'-7"5'-0" TYP.6'-0"26'-0"6'-0"5'-0" TYP.8'-0"34'-0"
18'-0" TY
P
.
28'-0"
15'-0" TY
P
.8'-6"TYP.8'-0"TYP.5'-0"24'-0"
36'-0"
8'-6"
5'-0" CO
N
C
R
E
T
E
W
A
L
K
,
T
Y
P
.
15'-2"
9'-0" UT
I
L
I
T
Y
EASEME
N
T
15'-0"
BUILDING
S
E
T
B
A
C
K5'-0"5'-6"S-04
S-04
S-06
BLDG # 9
TYPE C1
31 UNITSBLDG # 1
TYPE B
32 UNITSSTREET B
PA
PA
PA
PA
PA PAPROPERTY L
INE
S-04
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
PA
PA
PA
PA
45'-0"
UTILITY
E
A
S
E
M
E
N
T
26'-0"
EMERG
E
N
C
Y
ACCESS
E
A
S
M
E
N
T 46'-0"UTILITY EASEMENT26'-0" EMERGENCY ACCESS EASEMENT20'-0"DRAINAGE EASMENT20'-0"DRAINAGEEASMENTBLDG # 8
TYPE B
32 UNITS
BLDG # 2
TYPE A
32 UNITS
PA25'-0"7'-11"5'-0"
S-02
10'-0"UTILITY EASEMENTM-1550'-0"GREELEY WATERUTILITY EASEMENTPA
S-13
S-14
S-12
N-07
N-06
N-05
N-06
PRIVATE STREET A
SYMBOL DESCRIPTION
S-01 BENCH
S-03 PICNIC TABLE
S-07 PET WASTE STATION
S-08 BIKE RACK - 2 SPACES
S-09 GRILL
S-10 TRASH RECEPTACLE
S-11 POOL CHAIR
S-12 CHAIR
S-13 SHADE STRUCTURE
S-14 CABANA
S-15 FIRE PIT
S-17 ADIRONDACK CHAIR
S-18 TREE GRATE
S-19 TABLE
S-20 UMBRELLA
WETLAND BOUNDARY
EXISTING NATURAL HABITAT BUFFER
PROPOSED CONTOURS
EXISTING CONTOURS
PROPERTY LINE
FENCE
PA PLANTING AREA
C COMPACT PARKING SPACE
HANDICAPPED PARKING SPACE
SITE LIGHTING
SHEET MATCH LINE
CODE DESCRIPTION DETAIL
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
N-08 FESTOON LIGHTING
KEY NOTES
LS102LS101
LS105
LS104
SITE PLAN
LS103
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
LS103
NORTH
0 2010 40
SCALE 1" = 20'
MATCHLINE - SEE SHEET LS101
MATCHLINE - SEE SHEET LS105 MATCH LINE - SEE SHEET LS104LEGEND
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
XXXXBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD SD
26'-10"8'-0" CONCRETE WALK, TYP.
FUTURE REGIONAL TRAIL
DETENTION
100 YR WSEL BOXELDER CREEK100'-0" NA
T
U
R
A
L
H
A
B
I
T
A
T
B
U
F
F
E
R
Z
O
N
E
BOXELDER CREEK TOP OF BANK
BOXELDER CREEK TOP OF BANK8'-0"NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
PA
PA
PA
30'-
0
"
TRA
I
L
E
A
S
E
M
E
N
TPROPERTY LINEEROSION BUFFER LIMIT
STORMWATER NATURAL
HABITAT BUFFER ZONE
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FEMA 100-YR FLOODWAY & FLOODPLAIN
8'-0" CONCRETE WALK, TYP.
M-14
N-05
N-06 SYMBOL DESCRIPTION
S-01 BENCH
S-03 PICNIC TABLE
S-07 PET WASTE STATION
S-08 BIKE RACK - 2 SPACES
S-09 GRILL
S-10 TRASH RECEPTACLE
S-11 POOL CHAIR
S-12 CHAIR
S-13 SHADE STRUCTURE
S-14 CABANA
S-15 FIRE PIT
S-17 ADIRONDACK CHAIR
S-18 TREE GRATE
S-19 TABLE
S-20 UMBRELLA
WETLAND BOUNDARY
EXISTING NATURAL HABITAT BUFFER
PROPOSED CONTOURS
EXISTING CONTOURS
PROPERTY LINE
FENCE
PA PLANTING AREA
C COMPACT PARKING SPACE
HANDICAPPED PARKING SPACE
SITE LIGHTING
SHEET MATCH LINE
CODE DESCRIPTION DETAIL
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
N-08 FESTOON LIGHTING
KEY NOTES
LS102LS101
LS103
LS105
SITE PLAN
LS104
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
LS104
NORTH
0 2010 40
SCALE 1" = 20'MATCHLINE - SEE SHEET LS103MATCHLINE - SEE SHEET LS105
MATCHLINE - SEE SHEET LP102
LEGEND
GGGGGGGGGGGGGGGGEE
GGGSWFW
UD
UDUDUDEEEEEEXXXXXXXXXXXXXXXXXXXXXXXSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
H2O
GGGGGGGGGGGGGGGGGOHU OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SSSSSSV.P.
V.P.
H2O
/ / / / / / / // / / / / / / /27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS8" W8" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
EEEEEEEEEEEEEEEEEEEEEEEEEVAULTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEUD UD UD UD UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
8'-6"
TYP.18'-0"TYP.8'-0" CONCRETE WALK, TYP.7'-0"
8'-6" TYP.
36'-0"
8'-6"5'-0" CONRETE W
A
L
K
,
T
Y
P
.
9'-0"
6'-0"20'-0"55'-10"9'-0"
UTILITY
EASEMENT
15'-0"
BUILDING
SETBACK
S-06
S-04
POOLSTREET BDETENTION
RAIN
GARDEN
RE: CIVIL
PA
PA
CLUBHOUSE
PROPERTY LINEDOG
PARK
PROSPECT RD.
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
PA
PA
PA
PA
PA
PA
PA
PA
50'-0"GREELEY WATERUTILITY EASEMENTPROPERTY LINE
30'-0"
TRAIL EASEMENT
S-09
S-08
S-11
S-01
PROPERTY LINEPA
PA PA
20'-0" DRAINAGEEASEMENT20'-0"7'-0" TYP.
6'-0" TYP.
7'-0" TYP.
PA
PA
SOD
PA
ARTIFICIAL
TURF
SOD
PA
ARTIFICIAL
TURF
S-03
M-15
50'-0"GREELEY WATERUTILITY EASEMENTPAPA
6'-0" CONCRETE WALK, TYP.M-13
S-04
S-05
S-15
S-02
S-11
S-07
S-12
M-13
N-07
N-08
N-05
N-06 PRIVATE STREET A
SYMBOL DESCRIPTION
S-01 BENCH
S-03 PICNIC TABLE
S-07 PET WASTE STATION
S-08 BIKE RACK - 2 SPACES
S-09 GRILL
S-10 TRASH RECEPTACLE
S-11 POOL CHAIR
S-12 CHAIR
S-13 SHADE STRUCTURE
S-14 CABANA
S-15 FIRE PIT
S-17 ADIRONDACK CHAIR
S-18 TREE GRATE
S-19 TABLE
S-20 UMBRELLA
WETLAND BOUNDARY
EXISTING NATURAL HABITAT BUFFER
PROPOSED CONTOURS
EXISTING CONTOURS
PROPERTY LINE
FENCE
PA PLANTING AREA
C COMPACT PARKING SPACE
HANDICAPPED PARKING SPACE
SITE LIGHTING
SHEET MATCH LINE
CODE DESCRIPTION DETAIL
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
N-08 FESTOON LIGHTING
KEY NOTES
LS102LS101
LS103 LS104
SITE PLAN
LS105
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
LS105
NORTH
0 2010 40
SCALE 1" = 20'
MATCHLINE - SEE SHEET LS103
LEGEND
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
SITE DETAILS
LS501
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
1 8' PICNIC TABLE 2 TRASH RECEPTACLE 3 6' BENCH
4 BICYCLE RACK 5 GRILL- TO BE DESIGNED 6 SHADE STRUCTURE- TO BE DESIGNED
7 PET WASTE STATION 8 TREE GRATE
GEOTEXTILE FABRIC
3/4" ROAD BASE, COMPACTED
SAND AS NEEDED FOR
LEVELING
SYNTHETIC TURF, SEE
MATERIAL SCHEDULE SHEET
L-2
THICKENED EDGE SLAB
4" PERFORATED PVC PIPE, 1%
MINIMUM SLOPE, REFER TO
PLANS FOR LOCATION
SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
DENSITY
1
2
3
4
5
6
7
SYNTHETIC TURF AT CONCRETE CURB
SCALE: 1 1/2" = 1'-0"
NOTES:
1.COORDINATE ELEVATION AND DRAINAGE CONNECTION WITH CIVIL.
2.REFER TO SYNTHETIC TURF MANUFACTURER AND SPECIFICATIONS FOR ALL INSTALLATIONS
AND CONNECTIONS.
6"
2"2"
1'-0"
6"
4" MINIMUM
432 5
6
7
1
7
SITE DETAILS
LS502
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
1 2
FENCE POST - SET IN CONCRETE
FOOTER, REFER TO FENCE
SPECIFICATIONS FOR FOOTER
INFORMATION
FINISH GRADE
1
2
5' POOL FENCE AT POOL & DOG PARK
SCALE: 3/4" = 1'-0"
2
1
NOTES:
1. FENCE SHALL BE BY AMERISTAR
FENCE OR APPROVED EQUAL
2. FENCE STYLE SHALL BE:
MONTAGE PLUS (POOL, PET, PLAY
FENCING) MAGESTIC - 3 RAIL, NO
FLUSH BOTTOM
4. COLOR: BLACK
5. ALL FENCING AROUND POOL AREA
SHALL MEET CURRENT STATE AND
IBC POOL ENCLOSURE CODE
REQUIREMENTS.
5'-0"
4' WOOD FENCE AT PARKING
SCALE: 1/2" = 1'-0"
NOTES:
1.ALL LUMBER SHALL BE ROUGH SAWN CEDAR, AND SHALL BE SOLID, STRAIGHT, FREE FROM KNOTS, SPLITS, SHAKES, AND
DISCOLORATION.
2.ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED NAILS OR SCREWS, SIZED TO PENETRATE HALF WAY INTO THE SECURING
MEMBER.
3.ALL FENCE PANELS SHALL BE SET LEVEL WITH STEPS TO FOLLOW GRADE. THE MAXIMUM STEP SHALL BE 6". ADJUST POST
SPACING AS NEEDED SO THERE IS NO GREATER THAN A 6" GAP FROM THE BOTTOM RAIL TO FINISHING GRADE.
4.DETAIL SHOWN FOR DESIGN PURPOSES ONLY, AND IS INTENDED TO CONVEY MATERIALS , FINISHES AND APPROXIMATE
DIMENSIONS
5.CONTRACTOR TO SUBMIT STAMPED SHOP DRAWINGS BY AN ENGINEER LICENSED IN THE STATE OF COLORADO. INCLUDING
STRUCTURAL ENGINEERING FOR APPROVAL PRIOR TO CONSTRUCTION.
6.CONTRACT TO SUBMIT COLOR SAMPLES OF ALL FINISHES/MATERIALS FOR APPROVAL PRIOR TO ORDERING COMPONENTS.
2" X 14" CAP, 1" OVERHANG TYP.
1" X 4" TRIM
(2) 2" X 4" STRINGERS
1" X 6" PICKETS, SPACE PICKETS
1/2" APART TYPICAL
4"X4" POST, 6'-0" ON CENTER
FINISH GRADE
POSTS SET IN CONCRETE 8"
DIAMETER CAISSON
FREE DRAINING ROCK
1
2
3
4
5
6
7
8
4'-0"
6"
3'-0"
4"
2"1'-6"
2"
8"
1
2
3
4
5
6
7
8
1'-0" TYP.
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"10' - 7 7/8"10' - 7 7/8"9' - 1 7/8"30' - 5 5/8"105 109 111 136 106 110 108 109 103 113 122 130 106 135 121
101 126 109 136 126 26140' - 11"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"9' - 1 7/8"10' - 7 7/8"10' - 7 7/8"30' - 5 5/8"111 105 109 106 136
130 122 126 261 10140' - 11"CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS1
BUILDING A
ELEVATIONS
N
KEYPLAN
NTS
0 10'
SCALE: 1/8" = 1'-0"
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
1/8" = 1'-0"1 BUILDING A - FRONT ELEVATION
1/8" = 1'-0"2 BUILDING A - SIDE A ELEVATION
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"
123
111 106105 136109 110108113
145
109 122 130109 121 135106
1261061459' - 1 7/8"10' - 7 7/8"10' - 7 7/8"30' - 5 5/8"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"
111 106105 136109
101 126
122
261 1309' - 1 7/8"10' - 7 7/8"10' - 7 7/8"30' - 5 5/8"40' - 11"CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS2
BUILDING A
ELEVATIONS
N
KEYPLAN
NTS
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
0 10'
SCALE: 1/8" = 1'-0"
1/8" = 1'-0"1 BUILDING A - REAR ELEVATION
1/8" = 1'-0"2 BUILDING A - SIDE B ELEVATION
METAL SEAM ROOF
CAVITY BRICK
CEMENTITIOUS LAP SIDING
LT. GREEN
MATERIALS -BUILDING A
METAL RAILING
LT. GREY
RED MIX
CHARCOAL
GREY
GREY
TRIPLE-COAT SIDING - ZEN
DARK
OLIVE
CAVITY BRICK
DARK MIX
CEMENTITIOUS LAP SIDING CEMENTITIOUS LAP SIDING
WOODTONE -
ROCK CREEK
TRIPLE-COAT SIDING - CAST STRIPE
ASH
13
6
12
2 5413
8 9 1110
CEMENTITIOUS TRIM
CHARCOAL
GREY
CEMENTITIOUS LAP SIDING
ARCHITECTURE 1 ARCHITECTURE 3 ENTRY / COMMON ELEMENTS
LT. GREY
VINYL WINDOWS
BLACK
14
CHARCOAL
GREY
CAVITY BRICK
RED MIX
W/ DARK
COURSING
CEMENTITIOUS LAP SIDING 7
CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS3
BUILDING A - 3D
VIEW
3
13
4
2
6 8
11
10
7
14
9
1
12
5
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"10' - 7 7/8"10' - 7 7/8"9' - 1 7/8"111106105136109133110
101126
112 122 130135 136
102 26130' - 5 5/8"44' - 0 1/4"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"9' - 1 7/8"10' - 7 7/8"10' - 7 7/8"126 102
133 136 121
144 144
112122 130 109
30' - 5 5/8"44' - 0 1/4"CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS4
BUILDING B
ELEVATIONS
N
KEYPLAN
NTS
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
0 10'
SCALE: 1/8" = 1'-0"
1/8" = 1'-0"1 BUILDING B - FRONT ELEVATION
1/8" = 1'-0"2 BUILDING B - SIDE A ELEVATION
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"
133 110
102
135
145 123
109 111 105 106 135 121 122 130
1069' - 1 7/8"10' - 7 7/8"10' - 7 7/8"30' - 5 5/8"44' - 10 5/8"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"9' - 1 7/8"10' - 7 7/8"10' - 7 7/8"30' - 5 5/8"45' - 0 3/4"133
102
136 112 122135 121130
126
CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS5
BUILDING B
ELEVATIONS
N
KEYPLAN
NTS
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
0 10'
SCALE: 1/8" = 1'-0"
1/8" = 1'-0"1 BUILDING B - REAR ELEVATION
1/8" = 1'-0"2 BUILDING B - SIDE B ELEVATION
MATERIALS -BUILDING B
BLONDE
MIX
METAL SEAM ROOF
CAVITY BRICK
CEMENTITIOUS LAP SIDING
LT. GREEN
VINYL WINDOWSMETAL RAILING
RED MIX
CHARCOAL
GREY
GREY BLACK
TRIPLE-COAT SIDING - ZEN
DARK
OLIVE
CAVITY BRICK
CEMENTITIOUS LAP SIDING 14
726413
8 9 1312
CEMENTITIOUS TRIM
CHARCOAL
GREY
TRIPLE-COAT SIDING - ZEN
MID-GREY
VERTICAL SEAMLESS METAL
PANEL SIDING
CHARCOAL
GREY
ARCHITECTURE 1 ARCHITECTURE 2 ENTRY / COMMON ELEMENTS
LT. GREY
CAVITY BRICK 5
1110
RED MIX
W/ DARK
COURSING
CEMENTITIOUS LAP SIDING
LT. GREY
1
2
9
8
3
4
10
5
6
7
12
13
14
CHARCOAL
GREY
CEMENTITIOUS LAP SIDING
CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS6
BUILDING B - 3D
VIEWS
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"
108 114104109122 130109 109 110136 137
101
107
104 10410' - 7 7/8"10' - 7 7/8"9' - 1 7/8"30' - 5 5/8"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"9' - 1 7/8"10' - 7 7/8"10' - 7 7/8"107
104 126
119 114104109122 130109110
30' - 5 5/8"35' - 10 3/8"CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS7
BUILDING C1
ELEVATIONS
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
N
KEYPLAN
NTS
0 10'
SCALE: 1/8" = 1'-0"
1/8" = 1'-0"1 BUILDING C - FRONT ELEVATION
1/8" = 1'-0"2 BUILDING TYPE C - SIDE B ELEVATION
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"9' - 1 7/8"10' - 7 7/8"10' - 7 7/8"119 104109 122109 130 109 110136 137 114
123 106 14530' - 5 5/8"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"
114
114
107
104 104
119109
9' - 1 7/8"10' - 7 7/8"10' - 7 7/8"30' - 5 5/8"35' - 10 3/8"CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS8
BUILDING C1
ELEVATIONS
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
N
KEYPLAN
NTS
0 10'
SCALE: 1/8" = 1'-0"
1/8" = 1'-0"1 BUILDING TYPE C - REAR ELEVATION
1/8" = 1'-0"2 BUILDING C - SIDE A ELEVATION
BUILDING C1 -COLOR OPTION 3
CAVITY BRICK
CEMENTITIOUS LAP SIDING
3 412
9 10 11
RED-
ORANGE
MIX
ARCHITECTURE 2 ARCHITECTURE 3 ENTRY / COMMON ELEMENTS
GREY
CAVITY BRICK
CEMENTITIOUS LAP SIDING
WOODTONE -
ROASTED
WALNUT
TRIPLE-COAT SIDING - REVEAL
SILVER
-GREY
CEMENTITIOUS LAP SIDING
VERTICAL SEAMLESS METAL
PANEL SIDING
BLACK
METAL SEAM ROOF VINYL WINDOWSMETAL RAILING
GREY BLACK
76
1312
CHARCOAL
GREY
CAVITY BRICK 5
RED MIX
8
DENIM
BLUE
CEMENTITIOUS LAP SIDING
RED-
ORANGE
MIX
CHARCOAL
GREY
BLACK
1
28
934
10
11
5
6
CEMENTITIOUS TRIM
7
12
13
CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS9
BUILDING C1 -
3D VIEW
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"10' - 7 7/8"10' - 7 7/8"9' - 1 7/8"101
136 108106111109
126
113 106
103
105 109109
109
122 130 135110 121
26113630' - 5 5/8"42' - 7"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"
136 106111109105
126 261136101
122135110 130
9' - 1 7/8"10' - 7 7/8"10' - 7 7/8"30' - 5 5/8"42' - 7"CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS10
BUILDING C2
ELEVATIONS
N
KEYPLAN
NTS
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
0 10'
SCALE: 1/8" = 1'-0"
1/8" = 1'-0"1 BUILDING C2 - FRONT ELEVATION
1/8" = 1'-0"2 BUILDING C2 - SIDE A ELEVATION
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"
136 108110111109 113106
101 106145
110109
1239' - 1 7/8"10' - 7 7/8"10' - 7 7/8"30' - 5 5/8"40' - 11"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 2 -T.O.
SUBFLOOR
110' -7 7/8"
LEVEL 3 -T.O.
SUBFLOOR
121' -3 3/4"
LEVEL 3 -T.O.
PLATE
130' -5 5/8"
126 261122101
136 106111109105
9' - 1 7/8"10' - 7 7/8"10' - 7 7/8"30' - 5 5/8"42' - 7"40' - 11"CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS11
BUILDING C2
ELEVATIONS
N
KEYPLAN
NTS
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
0 10'
SCALE: 1/8" = 1'-0"
1/8" = 1'-0"1 BUILDING C2 - REAR ELEVATION
1/8" = 1'-0"2 BUILDING C2 - SIDE B ELEVATION
METAL SEAM ROOF
CAVITY BRICK
CEMENTITIOUS LAP SIDING
LT. GREEN
MATERIALS -BUILDING A
METAL RAILING
LT. GREY
RED MIX
CHARCOAL
GREY
GREY
TRIPLE-COAT SIDING - ZEN
DARK
OLIVE
CAVITY BRICK
DARK MIX
CEMENTITIOUS LAP SIDING CEMENTITIOUS LAP SIDING
WOODTONE -
ROCK CREEK
TRIPLE-COAT SIDING - CAST STRIPE
ASH
13
6
12
2 5413
8 9 1110
CEMENTITIOUS TRIM
CHARCOAL
GREY
CEMENTITIOUS LAP SIDING
ARCHITECTURE 1 ARCHITECTURE 3 ENTRY / COMMON ELEMENTS
LT. GREY
VINYL WINDOWS
BLACK
14
CHARCOAL
GREY
CAVITY BRICK
RED MIX
W/ DARK
COURSING
CEMENTITIOUS LAP SIDING 7
CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS12
BUILDING C2 -
3D VIEWS
3
13
42
8
11
10
7
14
9
1
12
5
6
LEVEL 1 -T.O.
SLAB
100' -0"10' - 7 7/8"LEVEL 1 -T.O.
PLATE
110' -7 7/8"
110 109 140 191261123
16' - 1"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"16' - 1"110 109191
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"110 109 140 191261123
20' - 3 1/4"LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"110 109191
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"110 109 140 191261123
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"110 109 140 191261123
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"110 109191
LEVEL 1 -T.O.
SLAB
100' -0"6' - 0"9' - 0"191192135 133
LEVEL 1 -T.O.
SLAB
100' -0"
191 192135133
6' - 0"9' - 0"LEVEL 1 -T.O.
SLAB
100' -0"6' - 0"9' - 0"191 192135133255
LEVEL 1 -T.O.
SLAB
100' -0"6' - 0"191135 133
9' - 0"CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS13
ANCILLARY
ELEVATIONS
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
0 10'
SCALE: 1/8" = 1'-0"
1/8" = 1'-0"1 GARAGES 1-4 FRONT
1/8" = 1'-0"5 GARAGES 1-4 SIDE
1/8" = 1'-0"4 GARAGE 6 FRONT
1/8" = 1'-0"7 GARAGE 6 SIDE
1/8" = 1'-0"2 GARAGE 5 FRONT
1/8" = 1'-0"3 GARAGE 5 REAR
1/8" = 1'-0"6 GARAGE 5 SIDE
1/8" = 1'-0"10 TRASH ENCLOSURE - SIDE A ELEVATION
1/8" = 1'-0"11 TRASH ENCLOSURE - SIDE B ELEVATION
1/8" = 1'-0"8 TRASH ENCLOSURE - FRONT ELEVATION
1/8" = 1'-0"9 TRASH ENCLOSURE - REAR ELEVATION
SPLIT FACE CONC. MASONRY UNIT
MATERIALS -ANCILLARY BUILDINGS
PONDEROSA
2 413CEMENTITIOUS TRIM
CHARCOAL
GREY
TRASH ENCLOSURE & GARAGES
1
2
43
2
1
1
243
ASPHALT SHINGLE ROOF
TAN
METAL GATE
GREY
5
CHARCOAL
GREY
CEMENTITIOUS LAP SIDING
GARAGES 1-4 -3D VIEW
GARAGE 6 -3D VIEW
TRASH ENCLOSURE -3D VIEW
GARAGE 5 -3D VIEW
3
4
2
1
CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS14
ANCILLARY 3D
VIEWS
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"27' - 9 1/8"158 135 155124 116
126
157 113 136
120
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"27' - 9 1/8"116158135 136
120155 146
124
LEVEL 1 -T.O.
SLAB
100' -0"27' - 9 3/8"LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"136116 113157
120 155125
158 135 124
146 159
LEVEL 1 -T.O.
SLAB
100' -0"
LEVEL 1 -T.O.
PLATE
110' -7 7/8"10' - 7 7/8"27' - 9 1/8"159113157
120 155125 126120
124116 136 158 135
123125
CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS15
CLUBHOUSE
ELEVATIONS
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
141 BRAKE METAL
144 STEEL COLUMN, PAINTED
145 BRICK COLUMN
146 HOLLOW METAL DOOR / PAINT
155 TRIPLE-COATED RAINSCREEN, CERACLAD - SMOOTH; SLATE
157 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY VERTICAL
158 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD,
MAHOGANY HORIZONTAL
159 TRIPLE-COATED RAINSCREEN, CERACLAD - BARN WOOD, DARK
RED CEDAR HORIZONTAL
191 GROUND FACE CMU, DARK BROWN
192 CONCRETE FILLED STEEL BOLLARD
255 STEEL FRAME SWING GATE FOR TRASH MANAGEMENT, PAINT
OR POWDER COAT
256 STEEL FRAMED MAN GATE FOR ACCESSIBLE ACCESS TO TRASH
FACILITY, PAINT OR POWDER COAT
259 PREFINISHED METAL WALL CAP FLASHING, TYP
261 EXTERIOR LIGHT FIXTURE
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
120 ALUMINUM STOREFRONT, ANODIZED ALUMINUM
121 PATIO DOOR FULL LITE INSULATED METAL CLAD & TRANSOM
122 VINYL WINDOWS - BLACK
123 ALUMINUM OVERHEAD SECTIONAL GARAGE DOOR, PAINT
124 METAL WINDOWS - BLACK
125 ALUMINUM STOREFRONT OVERHEAD SECTIONAL GARAGE
DOOR, PAINT
126 ALUMINUM STOREFRONT ENTRY DOOR, ANODIZED ALUMINUM
130 STAINLESS STEEL RAILING, PRE-FINISHED GREY) 42" TALL AT
LEVELS 2/3, 36" TALL AT LEVEL 1
132 STEEL FRAMED AWNING/CANOPY
133 STANDING SEAM METAL SIDING - VERTICAL, CHARCOAL
135 METAL CAP, PAINT TO MATCH
136 STANDING SEAM METAL ROOF
137 STANDING SEAM METAL SIDING - VERTICAL, BLACK
140 ASPHALT SHINGLE ROOFING, TAN
04 PLANNING - ELEVATIONS - NOTE BLOCK
Keynote
Number Description
101 CAVITY BRICK - RED MIX
102 CAVITY BRICK - BLONDE MIX
103 CAVITY BRICK - DARK MIX
104 CAVITY BRICK - TERRA COTTA MIX
105 CEMENTITIOUS LAP SIDING, LIGHT GREEN
106 CEMENTITIOUS LAP SIDING, LIGHT GREY
107 CEMENTITIOUS LAP SIDING, BLUE
108 CEMENTITIOUS LAP SIDING, WOODTONE; ROCK CREEK
109 CEMENTITIOUS FASCIA / TRIM
110 CEMENTITIOUS LAP SIDING, CHARCOAL GREY
111 TRIPLE-COATED SIDING, CERACLAD- ZEN, DARK OLIVE
112 TRIPLE-COATED SIDING, CERACLAD - ZEN; MID-GREY
113 TRIPLE-COATED SIDING, CERACLAD - CAST STRIPE; ASH
114 TRIPLE-COATED SIDING, CERACLAD - REVEAL; SILVER-GREY
116 VERTICAL WOOD-LOOK SIDING, ASH
119 CEMENTITIOUS LAP SIDING, WOODTONE; ROASTED WALNUT
0 10'
SCALE: 1/8" = 1'-0"
N
KEYPLAN
NTS
1/8" = 1'-0"1 CLUBHOUSE - NORTH ELEVATION (FRONT)
1/8" = 1'-0"2 CLUBHOUSE - SOUTH ELEVATION
1/8" = 1'-0"3 CLUBHOUSE - WEST ELEVATION
1/8" = 1'-0"4 CLUBHOUSE - EAST ELEVATION
MATERIALS -CLUBHOUSE
STOREFRONT
BLACK
21 3 5
METAL ROOF FASCIA6
ASH
METAL SEAM ROOF
MAHOGANY
VERTICAL WOOD-LOOK SIDING VERTICAL WOOD-LOOK SIDING HORIZONTAL WOOD-LOOK SIDING 4
7
TRIPLE-COAT SIDING - CAST STRIPE
8
ASH
TRIPLE-COAT SIDING - SMOOTH
SLATE
9
DARK
RED
CEDAR
HORIZONTAL WOOD-LOOK SIDING
MAHOGANY
METAL TRIM
BLACK
10
1
2
3
5
6
7
9
10
4
8
LT. GREY
3
1
2
5
6
7
8
9
10
31
2
5
10
9
8
7
6
CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS16
CLUBHOUSE 3D
VIEWS
CLUBHOUSE -3D VIEW FROM NORTHEAST CLUBHOUSE -3D VIEW FROM SOUTHEAST
CLUBHOUSE -3D VIEW FROM SOUTHWEST
A24A24A24
A24
A24A24A24
A24 A2
4
A2
4
DN
1)2)
3)CHECKED BY:DRAWN BY:OWNER:
DATE:
SHEET TITLE:
R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS17
DESIGN
VARIATION
1) STREET VIEW -SOUTHWEST
2) STREET VIEW -SOUTHEAST 3) STREET VIEW -NORTH
N
KEYPLAN
NTS
CHECKED BY:DRAWN BY:OWNER:
DATE:
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R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS18
DESIGN
VARIATION
CRITERIA
BUILDING A
ARCHITECTURE A: SLOPED ROOF MODERN +
ARCHITECTURE B: FLAT ROOF MODERN
BUILDING B
ARCHITECTURE C: GABLE ROOF CONTEMPORARY +
ARCHITECTURE A: SLOPED ROOF MODERN
BUILDING C1
ARCHITECTURE B: FLAT ROOF MODERN +
ARCHITECTURE C: GABLE ROOF CONTEMPORARY
FOOTPRINT / SIZE / SHAPE
ELEVATIONS
EXTERIOR MATERIALS
ENTRY FEATURES
ROOFS
FACADES / WALLS
WINDOW TREATMENTS
COLORS
• 162'-9" FEET LONG
• 72'-11" WIDE
• 10 UNITS PER LEVEL AT 2-3
• 5 UNITS PER LEVEL AT FIRST FLOOR WITH TUCK UNDER
GARAGES
• CORRIDOR BUILDING WITH TWO MAIN ENTRIES
A BLEND OF LAP SIDING EXPOSURES AND STRIPED TRIPLE
COAT CEMENTITIOUS SIDING. THE END ELEMENTS FEATURE A
MODERN PITCHED ROOF OVERHANGING THE FIRST FLOOR
WITH A WAINSCOT OF BRICK.
• STRIPED TRIPLE COAT CEMENTITIOUS SIDING
• CEMENTITIOUS LAP SIDING
• STANDARD CAVITY BRICK
SLOPED ROOF ENTRY W/ STANDARD BRICK INCLUDING DARK
ACCCENT BANDS
MONO PITCHED ROOF AT END ELEMENTS WITH STANDING
SEAM ELEMENTS
MAIN LARGE MONO SLOPED ROOF ELEMENT WITH RECESSED
PORCHES AT THE ENDS CREATING A VISUAL INTEREST AT
THE CORNERS. FURTHER BREAKDOWN OCCURS WITH
SEVERAL PLANE CHANGES AND MATERIAL CHANGES ACROSS
ALL FACADES OF VARYING DEPTHS TO CREATE A
BREAKDOWN OF FORM.
SINGLE HUNG WINDOWS WITH A MIX OF HORIZONTAL
DIVIDED LITE AND A CONTEMPORARY NON-DIVIDIED LITE WITH
TRADITIONAL WINDOW SYMMETRY
• RED MIX CAVITY BRICK
• DARK OLIVE ZEN STRIPED TRIPLE COAT SIDING
• LIGHT GREEN CEMENTITIOUS LAP SIDING
• 192'-9" LONG
• 72'-11" WIDE
• 13 UNITS PER LEVEL AT 2-3
• 6 UNITS PER LEVEL AT FIRST FLOOR WITH TUCK UNDER
GARAGES
• CORRIDOR BUILDING WITH TWO MAIN ENTRIES
MAIN GABLE ROOFED ELEMENT WITH BRICK BASE AT THE
ENDS TO ANCHOR THE BUILDING. PORCHES ARE ADJACENT
TO THE ENDS CREATING A BREAK DOWN OF FORM. PORCH
ELEMENTS IN THE MIDDLE OF THE ARCHITECTURE CREATE
EXPANSIVE RECESSES AND A VISUAL INTEREST IN THE
CENTER PORTION OF EACH BUILDING.
• 179'-9" FEET LONG L-SHAPED BUILDING
• 72'-11" WIDE ON SHORT END X 118'-3" ON LONG END
• 12 UNITS PER LEVEL AT 2-3
• 7 UNITS PER LEVEL AT FIRST FLOOR WITH TUCK UNDER
GARAGES
• CORRIDOR BUILDING WITH TWO MAIN ENTRIES
BUILDING C2
ARCHITECTURE A: SLOPED ROOF MODERN +
ARCHITECTURE B: FLAT ROOF MODERN
ARCHITECTURE A ARCHITECTURE B
ARCHITECTURE A
ARCHITECTURE B
ARCHITECTURE A
ARCHITECTURE B
FLAT ROOF WITH PARAPET CAP AND CORNICE
ARCHITECTURE A
ARCHITECTURE B
SINGLE HUNG OFFSET WINDOW PATTERN WITH
CONTEMPORARY NON-DIVIDED LITE
• DARK MIX CAVITY BRICK
• ASH MODERN CAST STRIPE TRIPLE COAT SIDING
• ROCK CREEK WOOD-LOOK CEMENTITIOUS LAP SIDING
• LIGHT GREY CEMENTITIOUS LAP SIDING
• RED MIX CAVITY BRICK WITH DARK BANDING
• CHARCOAL GREY CEMENTITIOUS LAP SIDING
• CHARCOAL GREY CEMENTITIOUS TRIM
• GREY METAL RAILINGS
• CHARCOAL GREY METAL STANDING SEAM ROOF
• BLACK VINYL WINDOWS
ARCHITECTURE C
ARCHITECTURE C
A BLEND OF STRIPED TRIPLE COAT CEMENTITIOUS SIDING, A
CONTEMPORARY GABLE ROOF FORM OVERHANGING A BRICK
WAINSCOT
ARCHITECTURE C
ARCHITECTURE A
ARCHITECTURE C
ARCHITECTURE A
ARCHITECTURE C
ARCHITECTURE A
A BLEND OF LAP SIDING EXPOSURES AND STRIPED TRIPLE
COAT CEMENTITIOUS SIDING. THE MAIN ELEMENTS FEATURE A
MODERN PITCHED ROOF OVERHANGING THE FIRST FLOOR
WITH A WAINSCOT OF BRICK.
ARCHITECTURE A
ARCHITECTURE C
ARCHITECTURE B
ARCHITECTURE C
ARCHITECTURE B
ARCHITECTURE C
ARCHITECTURE B
ARCHITECTURE B
A FLAT ROOF FOR THE MIDDLE ARCHITECTURE WITH TEXTURAL
WOOD-LOOK LAP SIDING FRAMING THE STRUCTURE. A TALLER,
TWO-STORY BRICK BASE MAKES UP THE MIDDLE ELEMENT
WITH TEXTURAL MODERN REVEAL LINED PANEL SIDING
ARCHITECTURE A
ARCHITECTURE B
ARCHITECTURE A
ARCHITECTURE B
ARCHITECTURE A
ARCHITECTURE B
ARCHITECTURE A
ARCHITECTURE B
• STRIPED TRIPLE COAT CEMENTITIOUS SIDING
• CEMENTITIOUS WOOD-LOOK LAP SIDING
• STANDARD CAVITY BRICK
• STRIPED TRIPLE COAT CEMENTITIOUS SIDING
• CEMENTITIOUS LAP SIDING
• STANDARD CAVITY BRICK
• STANDING SEAM VERTICAL METAL SIDING
• STRIPED TRIPLE COAT CEMENTITIOUS SIDING
• STANDARD CAVITY BRICK
SLOPED ROOF ENTRY W/ STANDARD BRICK INCLUDING DARK
ACCCENT BANDS
GABLE END MAIN ELEMENTS AT THE ENDS OF THE BUILDING
WITH NO OVERHANG
MONO PITCHED ROOF AT END ELEMENTS WITH STANDING
SEAM ELEMENTS
SINGLE HUNG WINDOWS WITH A MIX OF HORIZONTAL
DIVIDED LITE AND A CONTEMPORARY NON-DIVIDIED LITE WITH
TRADITIONAL WINDOW SYMMETRY
SINGLE HUNG OFFSET WINDOW PATTERN WITH
CONTEMPORARY NON-DIVIDED LITE
A BLEND OF STRIPED TRIPLE COAT CEMENTITIOUS SIDING, A
CONTEMPORARY GABLE ROOF FORM OVERHANGING A BRICK
WAINSCOT
A FLAT ROOF FOR THE END ARCHITECTURE WITH TWO STORY
BRICK ELEMENT ACCENTUATING THE CORNER PATIO. A WOOD-
LOOK SIDING WRAPS THE END ELEMENT TO THE GROUND
CREATING TEXTURE AND DEPTH
• STANDING SEAM VERTICAL METAL SIDING
• STRIPED TRIPLE COAT CEMENTITIOUS SIDING
• STANDARD CAVITY BRICK
• STRIPED TRIPLE COAT CEMENTITIOUS SIDING
• CEMENTITIOUS WOOD-LOOK LAP SIDING
• STANDARD CAVITY BRICK
SLOPED ROOF ENTRY W/ STANDARD BRICK INCLUDING DARK
ACCCENT BANDS
GABLE END MAIN ELEMENTS AT THE ENDS OF THE BUILDING
WITH NO OVERHANG
FLAT ROOF WITH PARAPET CAP AND CORNICE
THE CORNERS ARE ANCHORED BY A STRONG, TWO STORY
BRICK BASE AND PATIOS CARVED AWAY FROM THE ENDS.
THE WOOD LOOK SIDING WRAPS THE CORNER CREATING A
STRONG CORNER ELEMENT. GABLE ROOFED ELEMENTS WITH
BRICK BASE CREATE THE MIDDLE OF THE BUILDING.
PORCHES ARE ADJACENT TO THESE FORMS BREAKING THE
PLANES AND CREATING RHYTHM.
SINGLE HUNG OFFSET WINDOW PATTERN WITH
CONTEMPORARY NON-DIVIDED LITE
SINGLE HUNG OFFSET WINDOW PATTERN WITH
CONTEMPORARY NON-DIVIDED LITE
• 179'-9" FEET LONG L-SHAPED BUILDING
• 72'-11" WIDE ON SHORT END X 118'-3" ON LONG END
• 12 UNITS PER LEVEL AT 2-3
• 7 UNITS PER LEVEL AT FIRST FLOOR WITH TUCK UNDER
GARAGES
• CORRIDOR BUILDING WITH TWO MAIN ENTRIES
A BLEND OF LAP SIDING EXPOSURES AND STRIPED TRIPLE
COAT CEMENTITIOUS SIDING. THE CORNER ELEMENTS
FEATURE A MODERN PITCHED ROOF OVERHANGING THE
FIRST FLOOR WITH A WAINSCOT OF BRICK.
A FLAT ROOF FOR THE MIDDLE ARCHITECTURE WITH TEXTURAL
WOOD-LOOK LAP SIDING FRAMING THE STRUCTURE. A TALLER
TWO-STORY BRICK BASE MAKES UP THE MIDDLE ELEMENT
WITH STRIPED TRIPLE COAT CEMENTITIOUS SIDING
• STRIPED TRIPLE COAT CEMENTITIOUS SIDING
• CEMENTITIOUS LAP SIDING
• STANDARD CAVITY BRICK
• STRIPED TRIPLE COAT CEMENTITIOUS SIDING
• CEMENTITIOUS WOOD-LOOK LAP SIDING
• STANDARD CAVITY BRICK
SLOPED ROOF ENTRY W/ STANDARD BRICK INCLUDING DARK
ACCCENT BANDS
MONO PITCHED ROOF AT END ELEMENTS WITH STANDING
SEAM ELEMENTS
FLAT ROOF WITH PARAPET CAP AND CORNICE
MAIN LARGE MONO SLOPED ROOF ELEMENT WITH RECESSED
PORCHES AT THE CORNERS CREATING A VISUAL INTEREST AT
THE PATIO CONDITIONS. FURTHER BREAKDOWN OCCURS
WITH SEVERAL PLANE CHANGES AND MATERIAL CHANGES
ACROSS ALL FACADES OF VARYING DEPTHS TO CREATE A
BREAKDOWN OF FORM
SINGLE HUNG WINDOWS WITH A MIX OF HORIZONTAL
DIVIDED LITE AND A MORE CONTEMPORARY NON-DIVIDIED
LITE WITH TRADITIONAL WINDOW SYMMETRY
SINGLE HUNG OFFSET WINDOW PATTERN WITH
CONTEMPORARY NON-DIVIDED LITE
ARCHITECTURE A
ARCHITECTURE B
COMMON / ENTRY ELEMENT
• BLONDE MIX CAVITY BRICK
• CHARCOAL GREY VERTICAL METAL SIDING
• MID-GREY ZEN STRIPED TRIPLE COAT SIDING
• LIGHT GREY CEMENTITIOUS LAP SIDING
• DARK MIX CAVITY BRICK
• DARK OLIVE ZEN STRIPED TRIPLE COAT SIDING
• LIGHT GREEN CEMENTITIOUS LAP SIDING
• LIGHT GREY CEMENTITIOUS LAP SIDING
• RED MIX CAVITY BRICK WITH DARK BANDING
• CHARCOAL GREY CEMENTITIOUS LAP SIDING
• CHARCOAL GREY CEMENTITIOUS TRIM
• GREY METAL RAILINGS
• CHARCOAL GREY METAL STANDING SEAM ROOF
• BLACK VINYL WINDOWS
ARCHITECTURE C
ARCHITECTURE A
COMMON / ENTRY ELEMENT
• RED-ORANGE MIX CAVITY BRICK
• SILVER-GREY REVEAL STRIPED TRIPLE COAT SIDING
• ROASTED WALNUT WOOD-LOOK CEMENTITIOUS LAP SIDING
• GREY CEMENTITIOUS LAP SIDING
• RED MIX CAVITY BRICK
• BLACK VERTICAL METAL PANEL SIDING
• BLACK METAL STANDING SEAM ROOF
• CHARCOAL GREY CEMENTITIOUS LAP SIDING
• RED-ORANGE MIX CAVITY BRICK
• DENIUM BLUE CEMENTITIOUS LAP SIDING
• CHARCOAL GREY CEMENTITIOUS TRIM
• GREY METAL RAILINGS
• BLACK VINYL WINDOWS
ARCHITECTURE B
ARCHITECTURE C
COMMON / ENTRY ELEMENT
• RED MIX CAVITY BRICK
• DARK OLIVE ZEN STRIPED TRIPLE COAT SIDING
• LIGHT GREEN CEMENTITIOUS LAP SIDING
• LIGHT GREY CEMENTITIOUS LAP SIDING
• DARK MIX CAVITY BRICK
• ASH CAST STIPE TRIPLE COAT SIDING
• ROCK CREEK WOOD-LOOK CEMENTITIOUS LAP SIDING
• LIGHT-GREY CEMENTITIOUS LAP SIDING
• RED MIX CAVITY BRICK WITH DARK BANDING
• CHARCOAL GREY CEMENTITIOUS LAP SIDING
• CHARCOAL GREY CEMENTITIOUS TRIM
• CHARCOAL GREY METAL STANDING SEAM ROOF
• GREY METAL RAILINGS
• BLACK VINYL WINDOWS
ARCHITECTURE A
ARCHITECTURE B
COMMON / ENTRY ELEMENT
CHECKED BY:DRAWN BY:OWNER:
DATE:
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R
NOT FOR
CONSTRUCTIONGATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
CQ & RERM & CS19
SHADOW
STUDY
1" = 200'-0"1 SHADOW STUDY - MAR - 9am
1" = 200'-0"2 SHADOW STUDY - MAR - 12pm
1" = 200'-0"3 SHADOW STUDY - MAR - 3pm
1" = 200'-0"4 SHADOW STUDY - JUNE - 9am
1" = 200'-0"5 SHADOW STUDY - JUNE - 12pm
1" = 200'-0"6 SHADOW STUDY - JUNE - 3pm
1" = 200'-0"7 SHADOW STUDY - DEC - 9am
1" = 200'-0"8 SHADOW STUDY - DEC - 12pm
1" = 200'-0"9 SHADOW STUDY - DEC - 3pm
LANDSCAPE
NOTES
LP001
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
FORT COLLINS LANDSCAPE NOTES
1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE FREE OF ANY DEFECTS, OF NORMAL
HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT.
2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE
IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY
THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF
AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES,
INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR
WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM
SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS
TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS
MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT
IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND
INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS.
3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE
CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.
4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE
SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY
LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY
INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING
OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE
THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,
A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE PLANTED,
HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN
SECTION 12-132.
5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL
PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL
LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN
IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE
MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE.
6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS
WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING,
BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE
JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD
CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL
LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO
MAINTAIN A STRUCTURALLY SOUND CONDITION.
7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED
IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.
8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS
PER LUC 3.2.1(D)(2)(a).
10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY
THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED
WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT
THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR
EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.
11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE
PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR
PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN.
12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE
CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT
WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST,
SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST
HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.
TREE PROTECTION NOTES
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER
ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A
FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE
DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS.
TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT
COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING
TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED
WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE,
WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS
OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF
EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS,
SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE
WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND
CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN
ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY
BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING
RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION
DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED
EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED
FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS
DESCRIBED IN THE CHART BELOW:
9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT
FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO
IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY
ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE
AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL
AND CONSTRUCTION APPLY
TREE DIAMETER AT BREAST HEIGHT (IN)AUGER DISTANCE FROM FACE OF TREE (FT)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
NATIVE SEED MIX NOTES
1.THE TIME OF YEAR SEEDING IS TO OCCUR SHOULD BE OCTOBER THROUGH EARLY MAY.
2.PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH AERATION AND ADDITION OF
AMENDMENTS, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED
AREAS AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS.
3.IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY
ENVIRONMENTAL PLANNER.
4.APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT
SHALL NOT BE USED).
5.DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN ½ INCH DEPTH. FOR BROADCAST
SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE SEED MIX TABLE FOR
SPECIES, PERCENTAGES AND APPLICATION RATES.
6.PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING
ACTIVITIES.
7.AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER APPROPRIATE METHODS.
8.WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS GERMINATED THEN WEEN THE SEED FROM
IRRIGATION. IF IRRIGATION IS USED, THE IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF
SEEDING AND SHALL ENSURE 100% HEAD TO HEAD COVERAGE OVER ALL SEEDED AREAS. ALL METHODS AND REQUIREMENTS IN
THE APPROVED IRRIGATION PLAN SHALL BE FOLLOWED.
9.CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS
NEEDED TO ESTABLISH COVER.
10.THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. IF AND WHEN
MOWING OCCURS IN NATIVE GRASS SEED MIX AREAS DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING
NATIVE PLANT GROWTH.
11.NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH NO
LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND EROSION
CONTROL.
12.THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING COVERAGE AND GROWTH AT
THE TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO
THE SATISFACTION OF THE AGENCY, THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR
ADDITIONAL CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT.
GENERAL LANDSCAPE NOTES
1.THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONS AS CLOSELY AS POSSIBLE. ANY
SUBSTITUTION OR ALTERATION SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE OWNER'S REPRESENTATIVE.
OVERALL PLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE PLANS.
2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC QUANTITIES TAKES
PRECEDENCE OVER WRITTEN QUANTITIES.
3.THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALL PLANT MATERIAL PRIOR TO
SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'S REPRESENTATIVE MAY REJECT PLANT MATERIAL AT THE SITE IF
MATERIAL IS DAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITE INSPECTIONS OR IF THE PLANT
MATERIAL DOES NOT MEET THE MINIMUM SPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE
SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSPECTION AND
APPROVAL OF ALL MATERIALS AND PRODUCTS PRIOR TO INSTALLATION.
4.THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT THEIR DISCRETION BASED ON SELECTION,
AVAILABILITY, OR TO ENHANCE SPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL VERIFY PLANT MATERIAL
SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING, SHIPPING OR STOCKING OF PLANT MATERIALS.
SUBMIT CHANGE ORDER REQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF ADDITIONAL COST IS REQUESTED
BY THE CONTRACTOR PRIOR TO INSTALLATION. RE-STOCKING CHARGES WILL NOT BE APPROVED IF THE
CONTRACTOR FAILS TO SUBMIT A REQUEST FOR MATERIAL CHANGES.
5.THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER
SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS
OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS.
6.REFER TO IRRIGATION PLANS FOR LIMITS AND TYPES OF IRRIGATION DESIGNED FOR THE LANDSCAPE. IN NO CASE
SHALL IRRIGATION BE EMITTED WITHIN THE MINIMUM DISTANCE FROM BUILDING OR WALL FOUNDATIONS AS
STIPULATED IN THE GEOTECHNICAL REPORT. ALL IRRIGATION DISTRIBUTION LINES, HEADS AND EMITTERS SHALL BE
KEPT OUTSIDE THE MINIMUM DISTANCE AWAY FROM ALL BUILDING AND WALL FOUNDATIONS AS STIPULATED IN THE
GEOTECHNICAL REPORT.
7.LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION MAINLINE AND LATERAL LOCATIONS.
COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF
TREES OR OTHER LANDSCAPE MATERIAL.
8.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE EXISTS IN ALL
LANDSCAPE AREAS. SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT FLOW TOWARD STRUCTURES AND
FOUNDATIONS. MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL REPORT RECOMMENDATIONS.
ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS SHALL DRAIN FREELY TO THE CURB UNLESS OTHERWISE
IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF THATCH, OR OTHER LANDSCAPE MATERIALS
DAM WATER AGAINST WALKS. MINIMUM SLOPES ON LANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25%
UNLESS SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S REPRESENTATIVE.
9.TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY EASEMENTS. CONTACT
OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS PRIOR TO INSTALLATION.
10.THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' AND THE CENTER OF ORNAMENTAL
TREES CLOSER THAN 6' FROM A SIDEWALK, STREET OR DRIVE LANE. EVERGREEN TREES SHALL NOT BE LOCATED ANY
CLOSER THAN 15' FROM IRRIGATION ROTOR HEADS. NOTIFY OWNER'S REPRESENTATIVE IF TREE LOCATIONS
CONFLICT WITH THESE STANDARDS FOR FURTHER DIRECTION.
11.ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL NOT EXHIBIT SIGNS OF
ACCELERATED GROWTH AS DETERMINED BY THE OWNER'S REPRESENTATIVE.
12.ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1 YEAR. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING STAKES AT THE END OF 1 YEAR FROM ACCEPTANCE OF LANDSCAPE INSTALLATION BY
THE OWNER'S REPRESENTATIVE. OBTAIN APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO REMOVAL.
13.ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS. OBTAIN APPROVAL FROM OWNER'S
REPRESENTATIVE FOR ANY TREES THAT WILL NOT BE MULCHED FOR EXCESSIVE MOISTURE REASONS.
14.SHRUB, GROUNDCOVER AND PERENNIAL BEDS ARE TO BE CONTAINED BY 3/16'' x 14 GAUGE GREEN, ROLL
TOP, INTERLOCKING TYPE EDGER, RYERSON OR EQUAL. EDGER IS NOT REQUIRED WHEN ADJACENT TO
CURBS, WALLS, WALKS OR SOLID FENCES WITHIN 3” OF PRE-MULCHED FINAL GRADE. EDGER SHALL NOT BE REQUIRED
TO SEPARATE MULCH TYPES UNLESS SPECIFIED ON THE PLANS. TO BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
15.ALL SHRUB BEDS ARE TO BE MULCHED WITH MIN. 3" DEPTH, 3/4"-2" TAN RIVER ROCK OVER SPECIFIED GEOTEXTILE
WEED CONTROL FABRIC. ALL GROUND COVER AND PERENNIAL FLOWER BEDS SHALL BE MULCHED WITH 3" DEPTH
GORILLA HAIR SHREDDED CEDAR LANDSCAPE MULCH. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR
PERENNIAL AREAS.
16.AT SEED AREA BOUNDARIES ADJACENT TO EXISTING NATIVE AREAS, OVERLAP ABUTTING NATIVE AREAS BY THE FULL
WIDTH OF THE SEEDER.
17.EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE MAINTENANCE
PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTING TURF SPECIES. DISTURBED NATIVE AREAS WHICH
ARE TO REMAIN SHALL BE OVER SEEDED AND RESTORED WITH SPECIFIED SEED MIX.
18.CONTRACTOR SHALL OVER SEED ALL MAINTENANCE OR SERVICE ACCESS BENCHES AND ROADS WITH SPECIFIED
SEED MIX UNLESS OTHERWISE NOTED ON THE PLANS.
19.ALL SEEDED SLOPES EXCEEDING 25% IN GRADE (4:1) SHALL RECEIVE EROSION CONTROL BLANKETS. PRIOR TO
INSTALLATION, NOTIFY OWNER'S REPRESENTATIVE FOR APPROVAL OF LOCATION AND ANY ADDITIONAL COST IF A
CHANGE ORDER IS NECESSARY.
20.WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/- 1/8” OF FINISHED GRADES AS SHOWN ON THE PLANS.
21.THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE CITY AND COUNTY SPECIFICATIONS FOR
LANDSCAPE AND IRRIGATION. IN CASES OF DISCREPANCIES THE HIGHER OF THE TWO STANDARDS SHALL HAVE
PRECEDENCE.
STREET TREE NOTES
1.A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN
ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK
AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF
OCCUPANCY.
2.CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION OF EACH PHASE OF
THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE
PLANTING IS REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE.
3.STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH ALL CITY CODES AND
POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A CITY OF FORT COLLINS LICENSED
ARBORS WHERE REQUIRED BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A
QUALIFIED LANDSCAPE CONTRACTOR.
4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL MAINTENANCE
INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION. ALL STREET TREES IN THE
PROJECT MUST BE ESTABLISHED, WITH AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO
ACCEPTANCE.
5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE
DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES
TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE
INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION STANDARDS.
CITY OF GREELEY NOTES:
1.ALL EASEMENTS AND RIGHTS-OF-WAY CROSSING THE CITY OF GREELEY EASEMENT ARE SUBJECT TO
THE RIGHTS OF SAID CITY OF GREELEY EASEMENT.
2.THERE SHALL BE NO PERMANENT STRUCTURES, CONCRETE SLABS, DETENTION PONDS, FENCES,
WALLS, TREES, OR OTHER LANDSCAPING OR BERMS GREATER THAN 3 FEET AT MATURE GROWTH, OR
OTHER OBSTRUCTIONS WITHIN THE CITY OF GREELEY EASEMENT. NO COVER SHALL BE REMOVED
AND/OR ADDED WITHOUT WRITTEN PERMISSION FROM CITY OF GREELEY WATER ENGINEER.
3.THERE SHALL BE NO OTHER UTILITIES WITHIN THE CITY OF GREELEY EASEMENT EXCEPT AT RIGHT
ANGLE CROSSINGS AND UNLESS PREVIOUSLY APPROVED BY THE CITY OF GREELEY WATER & SEWER
DEPARTMENT. ALL PLANS SHALL BE SUBMITTED DURING THE DESIGN PHASE AT LEAST TWO WEEKS
PRIOR TO CONSTRUCTION AND SHALL SHOW POTHOLED LOCATIONS AND ELEVATIONS IN PLAN AND
PROFILE VIEW. GREELEY WATER & SEWER WILL ISSUE APPROPRIATE CROSSING APPROVAL.
4.IN THE EVENT THAT EXCAVATION IS REQUIRED FOR THE CITY OF GREELEY WATER PIPELINES DUE TO
WATER PIPELINE REPAIRS, REPLACEMENT OR OTHER OPERATIONS, THE EXCAVATION WILL BE
BACKFILLED SAFELY BUT SURFACE RESTORATION WILL NOT BE DONE BY/ OR AT THE EXPENSE OF
THE CITY OF GREELEY.
5.GREELEY WATER PIPELINE LOCATIONS ARE APPROXIMATE, CONTACT THE TRANSMISSION LINE
TECHNICIAN AT 970-371-3726, 72 HOURS IN ADVANCE OF ANY LOCATE REQUEST OR ANY
CONSTRUCTION ACTIVITIES WITHIN THE GREELEY WATER PIPELINE EASEMENT.
6.THERE SHALL BE NO VIBRATORY OR HEAVY SHEEPSFOOT COMPACTION WITHIN 20 FEET OF THE
EXISTING WATER TRANSMISSION PIPELINE. STATIC COMPACTION EQUIPMENT SHALL BE USED.
7.GREELEY PIPELINES MUST HAVE A MINIMUM OF SIX (6) FEET OF COVER AT ALL LOCATIONS TO BE USED
AS A LAND BRIDGE DURING ANY CONSTRUCTION ACTIVITIES.
8.NO CUTS IN GRADING ARE ALLOWED WITHIN THE TRANSMISSION WATERLINE EASEMENTS UNLESS
SUFFICIENT COVER EXISTS AND IS REVIEWED / APPROVED BY THE CITY OF GREELEY.
9.GREELEY WATER LINE SUPPORT AT CROSSINGS SHALL BE INCORPORATED INTO THE DESIGN IF
PROPOSED UTILITY CROSSING IS BELOW THE WATER LINE USING OPEN TRENCH CONSTRUCTION.
10.ANY IRRIGATION LINES AND/OR SPRINKLER SYSTEMS LOCATED WITHIN GREELEY EASEMENT REQUIRES
CONTRACTOR TO PROVIDE GREELEY A FULL SET OF LANDSCAPING & IRRIGATION/SPRINKLER SYSTEM
PLANS FOR REVIEW AND APPROVAL. PLANS TO BE PROVIDED A MINIMUM OF 2 WEEKS PRIOR TO
CONSTRUCTION. VALVE BOXES ARE NOT TO BE LOCATED WITHIN GREELEY'S EASEMENT.
11.ANY WORK TO BE DONE ON CITY OF GREELEY WATERLINE(S) SHALL CONFORM TO CURRENT CITY OF
GREELEY SPECIFICATIONS.
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
DECIDUOUS CANOPY TREES
ACER SACCHARUM 'BALISTA' / FALL FIESTA SUGAR MAPLE B & B, 2"CAL
CATALPA SPECIOSA / NORTHERN CATALPA B & B, 2"CAL
CELTIS OCCIDENTALIS / COMMON HACKBERRY B & B, 2"CAL
GYMNOCLADUS DIOICA `ESPRESSO` / KENTUCKY COFFEETREE B & B, 2"CAL
QUERCUS MUEHLENBERGII / CHINKAPIN OAK B & B, 2"CAL
QUERCUS ROBUR `REGAL PRINCE` / REGAL PRINCE ENGLISH OAK B & B, 2"CAL
QUERCUS SHUMARDII / SHUMARD RED OAK B & B, 2"CAL
TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN B & B, 2"CAL
EVERGREEN TREES
JUNIPERUS CHINENSIS `SPARTAN` / SPARTAN JUNIPER B & B, 6` HT.
PICEA PUNGENS GLAUCA `BAKERI` / BAKERI BLUE SPRUCE B & B, 6` HT.
PINUS HELDREICHII / BOSNIAN PINE B & B, 6` HT.
PINUS NIGRA NIGRA / AUSTRIAN BLACK PINE B & B, 6` HT.
PINUS SYLVESTRIS / SCOTCH PINE B & B, 6` HT.
PSEUDOTSUGA MENZIESII / DOUGLAS FIR B & B, 6` HT.
ORNAMENTAL TREES
ACER TATARICUM `HOT WINGS` / HOT WINGS TATARIAN MAPLE B & B, 1.5"CAL
AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / AUTUMN BRILLIANCE SERVICEBERRY B & B, 1.5"CAL
CRATAEGUS CRUS-GALLI INERMIS `CRUSADER` / CRUSADER COCKSPUR HAWTHORN B & B, 1.5"CAL
MALUS X `RED BARRON` / RED BARRON CRAB APPLE B & B, 1.5"CAL
MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE B & B, 1.5"CAL
MALUS X `THUNDERCHILD` / THUNDERCHILD CRAB APPLE B & B, 1.5"CAL
PRUNUS VIRGINIANA MELANOCARPA / NATIVE CHOKEBERRY B & B, 6` CLUMP
DECIDUOUS SHRUBS
AMELANCHIER ALNIFOLIA `STANDING OVATION` TM / STANDING OVATION SERVICEBERRY CONT., #5
BUDDLEJA ALTERNIFOLIA `ARGENTEA` / SILVER FOUNTAIN BUTTERFLY BUSH CONT., #5
CHRYSOTHAMNUS NAUSEOSUS NAUCEOSUS / BABY BLUE RABBITBRUSH CONT., #5
CORNUS SERICEA `ARCTIC FIRE` / ARCTIC FIRE DOGWOOD CONT., #5
CORNUS SERICEA `KELSEYI` / KELSEYI DOGWOOD CONT., #5
COTONEASTER ACUTIFOLIUS / PEKING COTONEASTER CONT., #5
DAPHNE X BURKWOODII `CAROL MACKIE` / CAROL MACKIE DAPHNE CONT., #5
EUONYMUS ALATUS `COMPACTUS` / COMPACT BURNING BUSH CONT., #5
EUONYMUS FORTUNEI `EMERALD GAIETY` TM / EMERALD GAIETY EUONYMUS CONT., #5
FRANGULA ALNUS `FINE LINE` TM / TALL FERNLEAF BUCKTHORN CONT., #5
LIGUSTRUM VULGARE `LODENSE` / LODENSE PRIVET CONT., #5
PEROVSKIA ATRIPLICIFOLIA `LITTLE SPIRE` TM / LITTLE SPIRE RUSSIAN SAGE CONT., #5
PHILADELPHUS X `SNOWBELLE` / SNOWBELL MOCK ORANGE CONT., #5
PHYSOCARPUS MONOGYNUS / MOUNTAIN NINEBARK CONT., #5
POTENTILLA FRUTICOSA / BUSH CINQUEFOIL CONT., #5
POTENTILLA FRUTICOSA `MCKAY`S WHITE` / MCKAY`S WHITE BUSH CINQUEFOIL CONT., #5
POTENTILLA FRUTICOSA `PINK BEAUTY` / PINK BEAUTY POTENTILLA CONT., #5
PRUNUS BESSEYI / WESTERN SAND CHERRY CONT., #5
PRUNUS BESSEYI PAWNEE BUTTES / CREEPING WESTERN SAND CHERRY CONT., #5
RHUS TRILOBATA `AUTUMN AMBER` / AUTUMN AMBER SUMAC CONT., #5
RIBES ALPINUM `GREEN MOUND` / GREEN MOUND ALPINE CURRANT CONT., #5
SYMPHORICARPOS OREOPHILUS / MOUNTAIN SNOWBERRY CONT., #5
SYRINGA PATULA `MISS KIM` / MISS KIM LILAC CONT., #5
EVERGREEN SHRUBS
ARCTOSTAPHYLOS X COLORADOENSIS / MOCK BEARBERRY MANZANITA CONT., #5
ARCTOSTAPHYLOS X COLORADOENSIS `PANCHITO` / PANCHITO MANZANITA CONT., #5
JUNIPERUS HORIZONTALIS `BAR HARBOR` / BAR HARBOR CREEPING JUNIPER CONT., #5
JUNIPERUS SABINA `BROADMOOR` / BROADMOOR JUNIPER CONT., #5
JUNIPERUS SABINA `CALGARY CARPET` TM / CALGARY CARPET JUNIPER CONT., #5
JUNIPERUS SABINA `SCANDIA` / SCANDIA JUNIPER CONT., #5
PINUS EDULIS / DWARF PINON PINE CONT., #5
ORNAMENTAL GRASSES
BOUTELOUA GRACILIS `BLONDE AMBITION` / BLOND AMBITION BLUE GRAMA GRASS CONT., #1
CALAMAGROSTIS BRACHYTRICHA / KOREAN FEATHER REED GRASS CONT., #1
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / KARL FOERSTER FEATHER REED GRASS CONT., #1
HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS CONT., #1
MISCANTHUS SINENSIS `MORNING LIGHT` / MORNING LIGHT MAIDEN GRASS CONT., #1
MISCANTHUS SINENSIS `VARIEGATUS` / VARIEGATED MAIDEN GRASS CONT., #1
MUHLENBERGIA REVERCHONI `UNDAUNTED` / UNDAUNTED MUHLY CONT., #1
NASSELLA TENUISSIMA / MEXICAN FEATHER GRASS CONT., #1
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN FOUNTAIN GRASS CONT., #1
PENNISETUM ORIENTALE `KARLEY ROSE` / KARLEY ROSE FOUNTAIN GRASS CONT., #1
PERENNIALS
ACHILLEA X `MOONSHINE` / MOONSHINE YARROW CONT., #1
ALCHEMILLA ALPINA / ALPINE LADY`S MANTLE CONT., #1
AQUILEGIA ALPINA / ALPINE COLUMBINE CONT., #1
AQUILEGIA CAERULEA / ROCKY MOUNTAIN COLUMBINE CONT., #1
CALLIRHOE INVOLUCRATA / PRAIRIE WINECUPS CONT., #1
GAILLARDIA ARISTATA / NATIVE BLANKET FLOWER CONT., #1
HEMEROCALLIS X `ROCKET CITY` / ROCKET CITY DAYLILY CONT., #1
HEMEROCALLIS X `STELLA DE ORO` / STELLA DE ORO DAYLILY CONT., #1
HEUCHERA X `SOUTHERN COMFORT` / SOUTHERN COMFORT CORAL BELLS CONT., #1
HOSTA FORTUNEI `PATRIOT` / PATRIOT HOSTA CONT., #1
HOSTA X `ROYAL STANDARD` / ROYAL STANDARD PLANTAIN LILY CONT., #1
LAVANDULA X INTERMEDIA `PHENOMENAL` / PHENOMENAL LAVENDER CONT., #1
OENOTHERA MACROCARPA `INCANA` / SILVER BLADE PRIMROSE CONT., #1
PENSTEMON MEXICALI `PIKE`S PEAK PURPLE` / PIKES PEAK PURPLE PENSTEMON CONT., #1
PENSTEMON MEXICALI `RED ROCKS` / RED ROCKS PENSTEMON CONT., #1
PHLOX BIFIDA / SNOWMASS PHLOX CONT., #1
RUDBECKIA FULGIDA `GOLDSTRUM` / BLACK-EYED SUSAN CONT., #1
SALVIA X SYLVESTRIS `MAY NIGHT` / MAY NIGHT SALVIA CONT., #1
SEDUM X `AUTUMN JOY` / AUTUMN JOY SEDUM CONT., #1
REPRESENTATIVE PLANT LIST
SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME SIZE
NW SE 2,187 SF SEED MIX RAIN GARDEN WILD FLOWER MIX SEED
DB SE 54,805 SF SEED MIX NATIVE SEED MIX SEED
TURF 26,273 SF SOD ENVIROTURF BY TURFMASTER SOD
NA WE 25,041 SF TURF SEED WETLAND SEED MIX SEED
SEED/SOD LIST
COMMON NAME % OF MIX
SHOWY MILKWEED
PURPLE PRAIRIE CLOVER
BLANKET FLOWER
BLACK EYED SUSAN 20%
20%
20%
10%
100%TOTAL
RAIN GARDEN WILDFLOWER MIX: IRRIGATED SEED
ROCKY MOUNTAIN PENSTEMON
PRAIRIE CONEFLOWER 20%
10%
WORK WITH PAWNEE BUTTES SEED, INC. (970)
356-7002), TO DEVELOP CUSTOM MIX OR
APPROVED EQUAL
COMMON NAME PLS/ACRE
PLAINS COREOPSIS
INDIAN BLANKET FLOWER
WHITE PRAIRIE CLOVER
PURPLE PRAIRIE CLOVER .81
.17
.65
1.85
14.57 PLS/ACRETOTAL
CITY OF FORT COLLINS DETENTION BASIN MIX
INDIAN RICEGRASS
MEXICAN HAT .2
1.13
SIDEOATS GRAMA
BOTTLEBRUSH SQUIRRELTAIL
BUFFALO GRASS
BLUE GRAMA .25
1.15
3.27
.95
PRAIRIE JUNEGRASS
STREAMBANK WHEATGRASS 1.36
.08
LITTLE BLUESTEM
WESTERN WHEAT 1.61
.7
INLAND SALTGRASS .35
* IF BRODCAST METHOD IS USED, RATES SHALL BE DOUBLED
100%
BOTANICAL NAMECOMMON NAME
BLUE GRAMA
CAMPER LITTLE BLUESTEM
PRAIRIE SANDREED
SAND DROPSEED
VAUGHN SIDEOATS GRAMMA
ARRIBA WESTERN WHEATGRASS
SAND BLUESTEM
BUFFALOGRASS
6.5 LBS.
3.0 LBS.
3.0 LBS.
2.0 LBS.
3.0 LBS.
5.5 LBS.
3.5 LBS.
8.0 LBS.
19%
9%
9%
5%
9%
16%
10%
23%
BOUTELOUA GRACILIC
SCHIZACHYRIUM SCOPARIUM
CALAMOVILFA LONGIFOLIA
SPOROBOLUS CRYPTANDRUS
BOUTELOUA CURTIPENDULA
AGROPYRON SMITHII "ARRIBA"
ANDROPOGON HALLII 'GARDEN'
BUCHLOE DACTYLOIDES "SHARPS IMPROVED"
34.5 LBS. / PLS
PER ACER
NATIVE SEED
WORK WITH PAWNEE BUTTES SEED, INC. (970)
356-7002), TO DEVELOP CUSTOM MIX OR
APPROVED EQUAL
ENVIROTURF BY TURFMASTER, OR APPROVED EQUAL
TURF GRASS BLEND : SOD
DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE
CA SP 19 CATALPA SPECIOSA NORTHERN CATALPA B & B 2"CAL
CE OC 13 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2"CAL
GY DI 12 GYMNOCLADUS DIOICA `ESPRESSO`KENTUCKY COFFEETREE B & B 2"CAL
QU MU 11 QUERCUS MUEHLENBERGII CHINKAPIN OAK B & B 2"CAL
QU SH 19 QUERCUS SHUMARDII SHUMARD RED OAK B & B 2"CAL
TI GR 21 TILIA CORDATA `GREENSPIRE`GREENSPIRE LITTLELEAF LINDEN B & B 2"CAL
UL MG 23 ULMUS X `MORTON GLOSSY` TM TRIUMPH ELM B & B 2"CAL
EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE
JU SI 4 JUNIPERUS MONOSPERMA CHERRYSTONE B & B 6` CLUMP
JU SC 11 JUNIPERUS SCOPULORUM ROCKY MOUNTAIN JUNIPER B & B 6` HT.
PI ED 6 PINUS EDULIS PINON PINE B & B 6` HT.
PI HE 5 PINUS HELDREICHII BOSNIAN PINE B & B 6` HT.
PI SY 3 PINUS SYLVESTRIS SCOTCH PINE B & B 6` HT.
PS ME 6 PSEUDOTSUGA MENZIESII DOUGLAS FIR B & B 6` HT.
ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME ROOT SIZE
AC HW 4 ACER TATARICUM `HOT WINGS`HOT WINGS TATARIAN MAPLE B & B 1.5"CAL
AM AB 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`AUTUMN BRILLIANCE SERVICEBERRY B & B 1.5"CAL
CE PR 5 CELTIS OCCIDENTALIS 'JFS-KSU1'PRAIRIE SENTINEL HACKBERRY B & B 1.5" CAL.
MA SS 9 MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE B & B 1.5"CAL
PR AM 8 PRUNUS AMERICANA AMERICAN PLUM B & B 6` CLUMP
QU GA 13 QUERCUS GAMBELII GAMBEL OAK B & B 6` CLUMP
TI CO 6 TILIA CORDATA 'CORZAM'CORINTHIAN LITTLELEAF LINDEN B & B 1.5" CAL.
TREE SCHEDULE
REPRESENTATIVE PLANT LIST
PLANT
LIST
LP002
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
16%
11%
10%
9%
16%
18%
20%
118 TOTAL
11%
31%
17%
14%
6%
17%
35 TOTAL
8%
14%
10%
17%
15%
25%
10%
52 TOTAL
C C C C
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C C C C C C
CCCCCCCCCCCCCC
C CCCCXXX
X XXXXXX
X
X
X
XXXXXXXXXXXXXXXXXXXOHEOHEOHUOHU OHU OHU XXXXXXXXX X X X
W W W W W W W
OHUT
T T T T T T
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU SSSS
SS SS SSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS
E E E E E E E E E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
T
W
W W
W
W
W
SS SS SS SS
W W
W
W W W
WW
ELEC
VAULT
ELEC
OHU OHU OHU OHU OHU OHUOHU OHU OHU
X X X X
CONTROL
IRR
CONTROL
IRR
VAULT
ELEC
H2O
H2O
H2O
H2O
AC
W
W
W
WBL BL
BLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL
BL
BLBLBLBLBLBLBLBL BLBL
BLBLBLBL
BLBLBLBL
SDSDSDSDSDSDSDSDSDSDSDS HY DH2O
H2O
H2O
W
S GGGGGGOHU OHU OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SSSS SS SSS
S WV.P.
V.P.
H2O
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS 27" SS 27" SS
27" SS
27" SS
27" SS 27" SS 27" SS 27" SS
2
7
"
SS
2
7
"
SS
2
7
"
SS
27" SS27" SS12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W SDSDSDNP
NPNP12"
W
12" W
E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEESD SD SDSDSDSDSD NPNP
NP NPSD
UD UD UD
UD
UD
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
CLUBHOUSE
POOL
COURTYARD
DOG
PARK
PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE
PROPERTY LINEPROPERTY LINESTREET B
STREET D
S
TR
E
E
T
E
PROSPECT RD.BOXELDER CREEKDETENTION
DETENTION
BLDG # 1
TYPE B
32 UNITS
BLDG # 2
TYPE A
25 UNITS
BLDG # 9
TYPE C1
31 UNITS
BLDG # 8
TYPE B
32 UNITS
BLDG # 7
TYPE B
32 UNITS
BLDG # 4
TYPE C2
31 UNITS
BLDG # 5
TYPE C1
31 UNITS
BLDG # 6
TYPE C2
31 UNITS
BLDG # 3
TYPE C1
31 UNITS
PRIVATE STREET A
SYMBOL DESCRIPTION QTY
LOW WATER USE 83,322 SF
MEDIUM WATER USE 63,712 SF
HIGH WATER USE 27,011 SF
WATER USE TABLE
HYDROZONE AREA(SQ.)WATER NEEDED
(GALLONS/SF/SEASON)
ANNUAL WATER USE
(GALLONS)
LOW WATER USE 83,322 SF 8 666,576
MEDIUM WATER USE 63,712 SF 14 891,968
HIGH WATER USE 27,011 SF 18 486,198
TOTAL 174,045 SF AVG 10.5 1,827,472.5
HYDROZONE
PLAN
LP003
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
LEGEND
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
NORTH
0 6030 120
SCALE 1" = 60'
WWW WWW
WNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
UDFF FWWFFW
SSSSS S SSSNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAS
T
DO NOT P
O
L
L
U
TEDRAINS TOWATERWAYS
DO NOT POLLUTE D
R
A
I
N
S
TO
W
A
T
E
RW
A
Y
S
NYLOPLAST
D
U
C
T
IL
E
I
R
O
N UDE E E E EG G G GG G G G GGGGGGGGGGGE E E E EEEEEEEEEEEEGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSWFW
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAY
S
UDNYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLAST DO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST DU
C
T
I
L
E
I
R
O
N
WIRWEEEEEEUDUDNYLOP
L
A
S
T
DO NOT P
O
L
L
U
TEDRAINS TOWATERWAYS
DO NOT POLL
U
T
E
D
RA
I
N
S
T
O
WA
T
E
R
W
A
YS
NYLOPLAST DUCT
I
L
E
I
R
O
N
NYLOPLAS
T
DO NOT P
O
L
L
U
T
EDRAINS TOWATERWAYS DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
D
U
C
T
I
L
E
I
R
O
N
NYLOPLAS
T
DO NOT POL
L
U
T
EDRAINS TO
WATERWA
Y
S
DO NOT POL
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
D
U
C
T
I
L
E
I
R
O
N
NYLOPL
A
ST
DO NOT POL
L
U
T
EDRAINS TO
WATERWA
Y
S
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
TE
R
W
A
Y
S
NYLOPLAST
D
U
C
T
I
L
E
I
R
O
N
UD FWW
E WEEEEEEEEE EEEEWF
E E
FWE NYLOPLAST
DO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
AYS
NYLOPLAST DUCTILE IRON
WFWXXXXXXXXX
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
OHEOHEXXXXXXXXX X X X XXXXXXXXW W W W
T
T T T T T T SSSS
SS SS SSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS
E E E E E E E E E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
T
W
W W
W
W
SS SS SS SS
W W
W
W W
WWX CONTROL
IRR
CONTROL
IRR
H2O
H2O
H2O
AC
W
W
WBL BL
BLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL
BL
BLBLBLBLBLBLBLBL BLBL
BLBLBLBL
BLBLBLBL
SDSDSDSDSDSDSDSDSDSDSDS
H2O
H2O
W
S GGGGGGXXXXXXXX X
XXXOHU OHU OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SS SS SSS
S
V.P.
V.P.
H2O
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS 27" SS 27" SS
27" SS
27" SS
27" SS 27" SS 27" SS 27" SS
2
7
"
SS
2
7
"
SS
2
7
"
SS
27" SS27" SS12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W 12" W SDSDSDNP
NPNP12"
W
12" W
EEEEEEEEEEEEEEEEEEEEE
EEEEEEEEEEEEEEEEEEE
EEEEEEEEEEEEEEEEEEEEEE VAULTVAULTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEESD SD
VAULT
SDSDSDSDSD NPNP
NP NPSD
UD UD UD
UD
UD
C C C C
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C C C C C C
CCCCCCCCCCCCCC
C CCCCBLDG # 1
TYPE B
32 UNITS
BLDG # 2
TYPE A
25 UNITS
BLDG # 9
TYPE C1
31 UNITS
BLDG # 8
TYPE B
32 UNITS
BLDG # 7
TYPE B
32 UNITS
ZONING: LMN
LOW DENSITY
MIXED-USE
SFD
ZONING: UR 1
URBAN RESIDENTIAL
ZONING: UE
URBAN ESTATE
DISTRICT
BLDG # 4
TYPE C2
31 UNITS
BLDG # 5
TYPE C1
31 UNITS
BLDG # 6
TYPE C2
31 UNITS
POOL
BLDG # 3
TYPE C1
31 UNITS
DETENTION
RAIN
GARDEN
RE: CIVILSTREET BSTREET D
S
T
R
E
E
T
E
CLUBHOUSE BOXELDER CREEKDETENTION
DOG
PARK
PROSPECT RD.
ZONING: LMN
LOW DENSITY
MIXED-USE
AMENITY SPACE
AMENITY SPACE
AMENITY SPACE
AMENITY SPACE
FUTURE REGIONAL TRAIL
PROPERTY LINE
PROPERTY LINEPROPERTY LINEPROPERTY LINE
BOXELDER CREEK TOP OF BANK
P
RO
P
E
R
T
Y
L
I
N
E
PROPERTY LINEEROSION BUFFER LIMIT
FEMA 100-YR
FLOODPLAIN
FEMA 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODPLAIN
STORMWATER NATURAL
HABITAT BUFFER ZONE
STORMWATER NATURAL
HABITAT BUFFER ZONE
PRIVATE STREET A
DESCRIPTION
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
PERENNIALS
SPADE CUT EDGERM-08
LANDSCAPE BOULDERS
WETLAND BOUNDARY
EXISTING NATURAL HABITAT BUFFER
PROPOSED CONTOURS
EXISTING CONTOURS
PROPERTY LINE
FENCE
SHEET MATCH LINE
M-06
M-11
M-05
STEEL EDGER
ARTIFICIAL TURF
FOUNDATION ROCK
MULCH (NO IRRIGATION)
M-03 CRUSHER FINES
M-01 SHRUB BED AREA
M-13 NATIVE SEED
M-15 TURF
M-12 DETENTION SEED
M-14 RAIN GARDEN SEED
OVERALL
LANDSCAPE PLAN
LP100
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
LEGEND
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
NORTH
0 6030 120
SCALE 1" = 60'
LP101 LP102
LP103
LP105
LP104
WWW
EE EEFF FWSSS
SE
GGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEE
UDUDUDNYLOPLAST
DO N
OT
P
O
L
L
U
T
EDRAIN
S
T
OWATER
W
A
Y
S
DO NOT
PO
L
L
U
TE
D
R
AI
N
S
T
O
W
A
T
ER
WA
Y
S
NYLOP
L
A
S
T
D
UC
T
I
L
E
IR
ON NYLOPLASTDO NO
T
P
O
L
L
U
T
E
DRAIN
S
T
O
WATERWAYSDO N
O
T
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST DUCTILE IRONW
EE
EEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E
EEEW27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS
27" SS
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS
27" SS12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
27" SS
EEEEEEEEEEEEEEEEEEEEEEEEEEEE E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULT
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C C C C C C
CCCCCCC(1) TI CO
(3) JU SC
(1) TI CO
(1) TI CO
(2) UL MG
(4) QU SH
(2) TI GR
(4) UL MG
(2) AC HW
(2) UL MG
(1) GY DI
(3) PI ED
(2) TI GR
(3) PI ED
(3) QU GA
(2) TI GR
(2) QU GA
(1) CA SP
(2) QU MU
(1) CE OC
(3) TI GR
(1) UL MG
(3) JU SC
(3) GY DI
(1) TI GR
(1) TI CO
(1) TI GR
N-07N-06
N-05
M-01
M-01
N-01
N-02
N-03
N-01
N-02
N-03M-03
M-03
TRASH ENCLOSURE
RE: ARCH
STREET D
BLDG # 4
TYPE C2
31 UNITS
BLDG # 8
TYPE B
32 UNITS
BLDG # 3
TYPE C1
31 UNITS
BLDG # 2
TYPE A
25 UNITSSTREET BPROPERTY LINEPROPERTY LINE
15'-0"
BUILDING SETBACK
9'-0"
UTILTY EASEMENT
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
45'-0"
UTILITY EAS
E
M
E
N
T
26'-0"
EMERGENC
Y
ACCESS EA
S
E
M
E
N
T 47'-0"UTILITY EASEMENT26'-0" EMERGENCY ACCESS EASEMENT10'-0"
UTILITY EASMENT
26'-0" EMERGENCY
ACCESS EASMENT
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING NATURAL HABITAT BUFFER
WETLAND BOUNDARY
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
PERENNIALS
FENCE
SHEET MATCH LINE
SPADE CUT EDGERM-08
STEEL EDGERM-06
M-11
M-05
ARTIFICIAL TURF
FOUNDATION ROCK
MULCH (NO IRRIGATION)
M-03 CRUSHER FINES
M-01 SHRUB BED AREA
M-13 NATIVE SEED
M-15 TURF
M-12 DETENTION SEED
M-14 RAIN GARDEN SEED
CODE DESCRIPTION DETAIL
N-01 TREE PLANTING, TYP.4/LP-501
N-02 SHRUB PLANTING, TYP.1/LP-501
N-03 PERENNIAL/ORNAMENTAL GRASS 3/LP-501
PLANTING, TYP.
N-04 SPADE CUT EDGER 7 / LP501
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
KEY NOTES
DECIDUOUS CANOPY TREES
ACER SACCHARUM 'BALISTA' / FALL FIESTA SUGAR MAPLE
CATALPA SPECIOSA / NORTHERN CATALPA
CELTIS OCCIDENTALIS / COMMON HACKBERRY
GYMNOCLADUS DIOICA `ESPRESSO` / KENTUCKY COFFEETREE
QUERCUS MUEHLENBERGII / CHINKAPIN OAK
QUERCUS ROBUR `REGAL PRINCE` / REGAL PRINCE ENGLISH OAK
QUERCUS SHUMARDII / SHUMARD RED OAK
TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN
DECIDUOUS TREES QTY BOTANICAL NAME
CA SP 19 CATALPA SPECIOSA
CE OC 13 CELTIS OCCIDENTALIS
GY DI 12 GYMNOCLADUS DIOICA `ESPRESSO`
QU MU 11 QUERCUS MUEHLENBERGII
QU SH 19 QUERCUS SHUMARDII
TI GR 21 TILIA CORDATA `GREENSPIRE`
UL MG 23 ULMUS X `MORTON GLOSSY` TM
EVERGREEN TREES
JUNIPERUS CHINENSIS `SPARTAN` / SPARTAN JUNIPER
PICEA PUNGENS GLAUCA `BAKERI` / BAKERI BLUE SPRUCE
PINUS HELDREICHII / BOSNIAN PINE
PINUS NIGRA NIGRA / AUSTRIAN BLACK PINE
PINUS SYLVESTRIS / SCOTCH PINE
PSEUDOTSUGA MENZIESII / DOUGLAS FIR
EVERGREEN TREES QTY BOTANICAL NAME
JU SI 4 JUNIPERUS MONOSPERMA
JU SC 11 JUNIPERUS SCOPULORUM
PI ED 6 PINUS EDULIS
PI HE 5 PINUS HELDREICHII
PI SY 3 PINUS SYLVESTRIS
PS ME 6 PSEUDOTSUGA MENZIESII
PSEUDOTSUGA MENZIESII / DOUGLAS FIR
ORNAMENTAL TREES
ACER TATARICUM `HOT WINGS` / HOT WINGS TATARIAN MAPLE
AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / AUTUMN BRILLIANCE SERVICEBERRY
CRATAEGUS CRUS-GALLI INERMIS `CRUSADER` / CRUSADER COCKSPUR HAWTHORN
MALUS X `RED BARRON` / RED BARRON CRAB APPLE
MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE
MALUS X `THUNDERCHILD` / THUNDERCHILD CRAB APPLE
ORNAMENTAL TREES QTY BOTANICAL NAME
AC HW 4 ACER TATARICUM `HOT WINGS`
AM AB 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`
CE PR 5 CELTIS OCCIDENTALIS 'JFS-KSU1'
MA SS 9 MALUS X `SPRING SNOW`
PR AM 8 PRUNUS AMERICANA
QU GA 13 QUERCUS GAMBELII
TI CO 6 TILIA CORDATA 'CORZAM'
LANDSCAPE
PLAN
LP101
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
LP102LP101
LP103
LP105
LP104
NORTH
0 2010 40
SCALE 1" = 20'MATCH LINE - SEE SHEET LP102MATCHLINE - SEE SHEET LP103
LEGEND
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
TREE SCHEDULE
WEEEEEE
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
UDUDWFF
W
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LU
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AY
S
DO N
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S
T
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AY
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NYLO
P
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N UDUDUDE E E E E E E E E E E E EEEEG G G G G G G G G G G GGGGGGGGGGGGGGGGGGGGNYLOPLASTDO NOT POLLUTE DRAINS TOWATERWAY
SDO NOT POLLU
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NYLOPLAST
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EEEEEEEEEEEEEEFWWEEEEEEGEENYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLL
U
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DRAI
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NYLOPLAST
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BLBLBLBLBLBLBL27" SS
27" SS
27" SS
27" SS
27" SS
27" SS
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS
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SS
2
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SS
2
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SS
2
7
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SS
2
7
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SS
2
7
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SS
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12" W 12" W 12" W 12" W 12" W 12" W
12" W
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12" W
12" W
12" W
12" W
SDSDSDSDSDSDSDSDSDNP
NP
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EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE8" W8" WSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDNPNP NPNPNPNP
NPSDSD
C C C C CCCCCCC
C CC100 YR WSEL
(3) UL MG
(1) PI SY
(3) TI GR
(1) CA SP
(2) CA SP
(2) JU SI
(2) JU SC
(1) QU GA
(1) QU GA
(2) TI GR
(1) AC HW
(2) QU MU (1) TI GR
(2) QU SH
(2) MA SS
(1) TI CO(1) PS ME
(3) PR AM
(2) QU MU
(3) CA SP
(1) QU SH
(1) PI SY
(1) CA SP
(3) QU SH
(1) UL MG
(1) PR AM
(1) CE OC
(2) TI GR
(1) CE OC
(1) PR AM
N-07
N-06
N-05
M-01
M-01
N-04
N-04
N-01
N-02
N-03
N-02
N-01
N-03
FUTURE REGIONAL TRAIL
STREET D
BLDG # 5
TYPE C1
31 UNITS
BLDG. # 6
TYPE C2
31 UNITS
BLDG # 7
TYPE B
32 UNITS
S
T
R
E
E
T
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L
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PROPER
T
Y
L
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N
E
DETENTION PROPERTY LINEFUTURE REGIONAL TRAIL9'-0" UTILITY EASEMENT15'-0" BUILDING SETBACK45'-6"DRAINAGE EASE
MENT
100 YR WSEL
100 YR WSEL
BOXELDER CREEK TOP OF BANK
BOXELDER CREEKNOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT20'-0"DRAI
N
A
G
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EASE
ME
NT
46'-0"UTILITY EASEMENT26'-0" EMERGENCY ACCESS EASEMENT20'-0"
TEMPO
R
A
R
Y
DRAINA
G
E
E
A
S
E
M
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N
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NOT A PART:
INFRASTRUCTURE
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34'-0"DRAI
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-
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T
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A
S
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M
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N
T
EROSION BUFFER LIMIT
STORMWATER NATURAL
HABITAT BUFFER ZONE
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FEMA 100-YR FLOODWAY & FLOODPLAIN
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING NATURAL HABITAT BUFFER
WETLAND BOUNDARY
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
PERENNIALS
FENCE
SHEET MATCH LINE
SPADE CUT EDGERM-08
STEEL EDGERM-06
M-11
M-05
ARTIFICIAL TURF
FOUNDATION ROCK
MULCH (NO IRRIGATION)
M-03 CRUSHER FINES
M-01 SHRUB BED AREA
M-13 NATIVE SEED
M-15 TURF
M-12 DETENTION SEED
M-14 RAIN GARDEN SEED
CODE DESCRIPTION DETAIL
N-01 TREE PLANTING, TYP.4/LP-501
N-02 SHRUB PLANTING, TYP.1/LP-501
N-03 PERENNIAL/ORNAMENTAL GRASS 3/LP-501
PLANTING, TYP.
N-04 SPADE CUT EDGER 7 / LP501
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
KEY NOTES
LP102LP101
LP103
LP105
LP104
LANDSCAPE
PLAN
LP102
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
NORTH
0 2010 40
SCALE 1" = 20'MATCHLINE - SEE SHEET LP101MATCHLINE - SEE SHEET LP104
LEGEND
WW WE
EEE
EEUDUDUD UD
UD
SSNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
G
G G G G G G G G G G G G GGGGGGGGGGGGGGGGE
E E E E E E E E E E E E EEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGNYLOPLAST
DO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONNYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON WIREUDUDUDNYLOPLASTDO NOT POLLUTEDRAINS TOWATER
W
A
Y
S DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPL
A
S
T
D
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C
T
I
L
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I
R
O
N
NYLOPLAST
DO NO
T
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T
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W
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S
DO NOT
PO
L
L
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D
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N
S
T
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WA
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L
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T
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UC
T
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IR
ON
UD UD UD
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EEEE
E
E
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EEEEEEEEEEEEEEEEEEWF
FW WFXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW
W
W
W
W
W
W
W
W
W
W
W
H2O
WW27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCC(3) QU MU
(3) CA SP
(3) CE OC
(1) QU MU
(1) MA SS
(3) CA SP
(1) GY DI
(1) AC HW
(3) QU SH
(1) UL MG
(1) UL MG
(2) UL MG
(2) CE OC
(1) CE OC
(1) CE OC
(3) CE PR
(3) JU SC
N-07N-06
N-05
M-01
M-01
N-02
N-03
N-03
M-02
M-03
BLDG # 9
TYPE C1
31 UNITSBLDG # 1
TYPE B
32 UNITSSTREET BPROPERTY L
INE
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT 45'-0"
UTILITY
E
A
S
E
M
E
N
T
26'-0"
EMERG
E
N
C
Y
ACCESS
E
A
S
M
E
N
T 46'-0"UTILITY EASEMENT26'-0" EMERGENCY ACCESS EASEMENT20'-0"DRAINAGE EASMENT20'-0"DRAINAGEEASMENTBLDG # 8
TYPE B
32 UNITS
BLDG # 2
TYPE A
32 UNITS
10'-0"UTILITY EASEMENT50'-0"GREELEY WATERUTILITY EASEMENTPRIVATE STREET A
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING NATURAL HABITAT BUFFER
WETLAND BOUNDARY
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
PERENNIALS
FENCE
SHEET MATCH LINE
SPADE CUT EDGERM-08
STEEL EDGERM-06
M-11
M-05
ARTIFICIAL TURF
FOUNDATION ROCK
MULCH (NO IRRIGATION)
M-03 CRUSHER FINES
M-01 SHRUB BED AREA
M-13 NATIVE SEED
M-15 TURF
M-12 DETENTION SEED
M-14 RAIN GARDEN SEED
CODE DESCRIPTION DETAIL
N-01 TREE PLANTING, TYP.4/LP-501
N-02 SHRUB PLANTING, TYP.1/LP-501
N-03 PERENNIAL/ORNAMENTAL GRASS 3/LP-501
PLANTING, TYP.
N-04 SPADE CUT EDGER 7 / LP501
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
KEY NOTES
DECIDUOUS CANOPY TREES
ACER SACCHARUM 'BALISTA' / FALL FIESTA SUGAR MAPLE
CATALPA SPECIOSA / NORTHERN CATALPA
CELTIS OCCIDENTALIS / COMMON HACKBERRY
GYMNOCLADUS DIOICA `ESPRESSO` / KENTUCKY COFFEETREE
QUERCUS MUEHLENBERGII / CHINKAPIN OAK
QUERCUS ROBUR `REGAL PRINCE` / REGAL PRINCE ENGLISH OAK
QUERCUS SHUMARDII / SHUMARD RED OAK
TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN
DECIDUOUS TREES QTY BOTANICAL NAME
CA SP 19 CATALPA SPECIOSA
CE OC 13 CELTIS OCCIDENTALIS
GY DI 12 GYMNOCLADUS DIOICA `ESPRESSO`
QU MU 11 QUERCUS MUEHLENBERGII
QU SH 19 QUERCUS SHUMARDII
TI GR 21 TILIA CORDATA `GREENSPIRE`
UL MG 23 ULMUS X `MORTON GLOSSY` TM
EVERGREEN TREES
JUNIPERUS CHINENSIS `SPARTAN` / SPARTAN JUNIPER
PICEA PUNGENS GLAUCA `BAKERI` / BAKERI BLUE SPRUCE
PINUS HELDREICHII / BOSNIAN PINE
PINUS NIGRA NIGRA / AUSTRIAN BLACK PINE
PINUS SYLVESTRIS / SCOTCH PINE
PSEUDOTSUGA MENZIESII / DOUGLAS FIR
EVERGREEN TREES QTY BOTANICAL NAME
JU SI 4 JUNIPERUS MONOSPERMA
JU SC 11 JUNIPERUS SCOPULORUM
PI ED 6 PINUS EDULIS
PI HE 5 PINUS HELDREICHII
PI SY 3 PINUS SYLVESTRIS
PS ME 6 PSEUDOTSUGA MENZIESII
PSEUDOTSUGA MENZIESII / DOUGLAS FIR
ORNAMENTAL TREES
ACER TATARICUM `HOT WINGS` / HOT WINGS TATARIAN MAPLE
AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / AUTUMN BRILLIANCE SERVICEBERRY
CRATAEGUS CRUS-GALLI INERMIS `CRUSADER` / CRUSADER COCKSPUR HAWTHORN
MALUS X `RED BARRON` / RED BARRON CRAB APPLE
MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE
MALUS X `THUNDERCHILD` / THUNDERCHILD CRAB APPLE
ORNAMENTAL TREES QTY BOTANICAL NAME
AC HW 4 ACER TATARICUM `HOT WINGS`
AM AB 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`
CE PR 5 CELTIS OCCIDENTALIS 'JFS-KSU1'
MA SS 9 MALUS X `SPRING SNOW`
PR AM 8 PRUNUS AMERICANA
QU GA 13 QUERCUS GAMBELII
TI CO 6 TILIA CORDATA 'CORZAM'
LP102LP101
LP105
LP104
LANDSCAPE
PLAN
LP103
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
LP103
NORTH
0 2010 40
SCALE 1" = 20'
MATCHLINE - SEE SHEET LP105 MATCH LINE - SEE SHEET LP104MATCHLINE - SEE SHEET LP101
LEGEND
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
TREE SCHEDULE
XXXXXXXXBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLSDSDSDSDSDSDSDSDSDSDSD SD
SD
SD
SD
SD
SD
SD
(1) MA SS
(1) TI GR
(1) MA SS
(2) UL MG
(2) CE PR
(2) PS ME
(2) QU SH
(1) JU SI
(1) QU SH
(1) UL MG
N-07
N-06
N-05
N-04
N-04
FUTURE REGIONAL TRAIL
DETENTION
100 YR WSEL BOXELDER CREEK100'-0" NA
T
U
R
A
L
H
A
B
I
T
A
T
B
U
F
F
E
R
Z
O
N
E
BOXELDER CREEK TOP OF BANK
BOXELDER CREEK TOP OF BANK
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
30'-
0
"
TRA
I
L
E
A
S
E
M
E
N
TPROPERTY LINEEROSION BUFFER LIMIT
STORMWATER NATURAL
HABITAT BUFFER ZONE
PROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FEMA 100-YR FLOODWAY & FLOODPLAIN
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING NATURAL HABITAT BUFFER
WETLAND BOUNDARY
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
PERENNIALS
FENCE
SHEET MATCH LINE
SPADE CUT EDGERM-08
STEEL EDGERM-06
M-11
M-05
ARTIFICIAL TURF
FOUNDATION ROCK
MULCH (NO IRRIGATION)
M-03 CRUSHER FINES
M-01 SHRUB BED AREA
M-13 NATIVE SEED
M-15 TURF
M-12 DETENTION SEED
M-14 RAIN GARDEN SEED
CODE DESCRIPTION DETAIL
N-01 TREE PLANTING, TYP.4/LP-501
N-02 SHRUB PLANTING, TYP.1/LP-501
N-03 PERENNIAL/ORNAMENTAL GRASS 3/LP-501
PLANTING, TYP.
N-04 SPADE CUT EDGER 7 / LP501
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
KEY NOTES
DECIDUOUS CANOPY TREES
ACER SACCHARUM 'BALISTA' / FALL FIESTA SUGAR MAPLE
CATALPA SPECIOSA / NORTHERN CATALPA
CELTIS OCCIDENTALIS / COMMON HACKBERRY
GYMNOCLADUS DIOICA `ESPRESSO` / KENTUCKY COFFEETREE
QUERCUS MUEHLENBERGII / CHINKAPIN OAK
QUERCUS ROBUR `REGAL PRINCE` / REGAL PRINCE ENGLISH OAK
QUERCUS SHUMARDII / SHUMARD RED OAK
TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN
DECIDUOUS TREES QTY BOTANICAL NAME
CA SP 19 CATALPA SPECIOSA
CE OC 13 CELTIS OCCIDENTALIS
GY DI 12 GYMNOCLADUS DIOICA `ESPRESSO`
QU MU 11 QUERCUS MUEHLENBERGII
QU SH 19 QUERCUS SHUMARDII
TI GR 21 TILIA CORDATA `GREENSPIRE`
UL MG 23 ULMUS X `MORTON GLOSSY` TM
EVERGREEN TREES
JUNIPERUS CHINENSIS `SPARTAN` / SPARTAN JUNIPER
PICEA PUNGENS GLAUCA `BAKERI` / BAKERI BLUE SPRUCE
PINUS HELDREICHII / BOSNIAN PINE
PINUS NIGRA NIGRA / AUSTRIAN BLACK PINE
PINUS SYLVESTRIS / SCOTCH PINE
PSEUDOTSUGA MENZIESII / DOUGLAS FIR
EVERGREEN TREES QTY BOTANICAL NAME
JU SI 4 JUNIPERUS MONOSPERMA
JU SC 11 JUNIPERUS SCOPULORUM
PI ED 6 PINUS EDULIS
PI HE 5 PINUS HELDREICHII
PI SY 3 PINUS SYLVESTRIS
PS ME 6 PSEUDOTSUGA MENZIESII
PSEUDOTSUGA MENZIESII / DOUGLAS FIR
ORNAMENTAL TREES
ACER TATARICUM `HOT WINGS` / HOT WINGS TATARIAN MAPLE
AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / AUTUMN BRILLIANCE SERVICEBERRY
CRATAEGUS CRUS-GALLI INERMIS `CRUSADER` / CRUSADER COCKSPUR HAWTHORN
MALUS X `RED BARRON` / RED BARRON CRAB APPLE
MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE
MALUS X `THUNDERCHILD` / THUNDERCHILD CRAB APPLE
ORNAMENTAL TREES QTY BOTANICAL NAME
AC HW 4 ACER TATARICUM `HOT WINGS`
AM AB 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`
CE PR 5 CELTIS OCCIDENTALIS 'JFS-KSU1'
MA SS 9 MALUS X `SPRING SNOW`
PR AM 8 PRUNUS AMERICANA
QU GA 13 QUERCUS GAMBELII
TI CO 6 TILIA CORDATA 'CORZAM'
LP102LP101
LP103
LP105
LANDSCAPE
PLAN
LP104
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
LP104
NORTH
0 2010 40
SCALE 1" = 20'
MATCHLINE - SEE SHEET LP105MATCHLINE - SEE SHEET LP103MATCHLINE - SEE SHEET LP102
LEGEND
TREE SCHEDULE
GGGGGGGGGGGGGGGGEE
GGGSWFW
UD
UDUDUDEEEEEXXXXXXXXXXXXXXXXXXXXXXXSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
H2O
GGGGGGGGGGGGGGGGGGOHU OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
SSSSSSV.P.
V.P.
H2O
/ / / / / / / // / / / / / / /27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS8" W8" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
EEEEEEEEEEEEEEEEEEEEEEEEEVAULTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEUD UD UD UD UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
PROSPECT RD.
(2) GY DI
(2) PS ME
(3) AM AB
(3) QU GA
(2) CE OC
(2) MA SS
(1) QU SH
(3) PR AM
(2) PI HE
(2) QU SH (2) AM AB
(1) TI CO
(1) PS ME
(1) CA SP
(3) PI HE
(1) GY DI
(1) CE OC
(3) QU GA
(1) CA SP
(1) UL MG
(1) CA SP
(1) TI GR
(2) GY DI
(2) AM AB
(1) JU SI
(2) MA SS
(2) CA SP(2) GY DI
(2) UL MG
(1) QU MU
(1) PI SY
N-06
N-05
N-07
N-04
M-01 M-12
N-01
N-02
N-03
N-01
N-02
N-03
M-02
M-03
M-02GAMES LAWN
POOLSTREET BDETENTION
RAIN
GARDEN
RE: CIVIL
CLUBHOUSE
PROPERTY LINEDOG
PARK
FUTURE REGIONAL TRAIL
PROSPECT RD.
100 YR WSEL
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
NOT A PART:
INFRASTRUCTURE
BACKBONE
PROJECT
50'-0"GREELEY WATERUTILITY EASEMENTPROPERTY LINE
30'-0"
TRAIL EASEMENTPROPERTY LINE20'-0" DRAINAGEEASEMENTARTIFICIAL
TURF
SOD
ARTIFICIAL
TURF
50'-0"GREELEY WATERUTILITY EASEMENTPROPOSED 100-YR FLOODPLAIN
PROPOSED 100-YR FLOODWAY
FEMA 100-YR FLOODWAY & FLOODPLAIN
PRIVATE STREET A
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING NATURAL HABITAT BUFFER
WETLAND BOUNDARY
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
PERENNIALS
FENCE
SHEET MATCH LINE
SPADE CUT EDGERM-08
STEEL EDGERM-06
M-11
M-05
ARTIFICIAL TURF
FOUNDATION ROCK
MULCH (NO IRRIGATION)
M-03 CRUSHER FINES
M-01 SHRUB BED AREA
M-13 NATIVE SEED
M-15 TURF
M-12 DETENTION SEED
M-14 RAIN GARDEN SEED
CODE DESCRIPTION DETAIL
N-01 TREE PLANTING, TYP.4/LP-501
N-02 SHRUB PLANTING, TYP.1/LP-501
N-03 PERENNIAL/ORNAMENTAL GRASS 3/LP-501
PLANTING, TYP.
N-04 SPADE CUT EDGER 7 / LP501
N-05 EXISTING CONTOURS, TYP.
N-06 PROPOSED CONTOURS, TYP.
N-07 PROPOSED UTILITIES, TYP. RE:
CIVIL DWGS.
KEY NOTES
DECIDUOUS CANOPY TREES
ACER SACCHARUM 'BALISTA' / FALL FIESTA SUGAR MAPLE
CATALPA SPECIOSA / NORTHERN CATALPA
CELTIS OCCIDENTALIS / COMMON HACKBERRY
GYMNOCLADUS DIOICA `ESPRESSO` / KENTUCKY COFFEETREE
QUERCUS MUEHLENBERGII / CHINKAPIN OAK
QUERCUS ROBUR `REGAL PRINCE` / REGAL PRINCE ENGLISH OAK
QUERCUS SHUMARDII / SHUMARD RED OAK
TILIA CORDATA `GREENSPIRE` / GREENSPIRE LITTLELEAF LINDEN
DECIDUOUS TREES QTY BOTANICAL NAME
CA SP 19 CATALPA SPECIOSA
CE OC 13 CELTIS OCCIDENTALIS
GY DI 12 GYMNOCLADUS DIOICA `ESPRESSO`
QU MU 11 QUERCUS MUEHLENBERGII
QU SH 19 QUERCUS SHUMARDII
TI GR 21 TILIA CORDATA `GREENSPIRE`
UL MG 23 ULMUS X `MORTON GLOSSY` TM
EVERGREEN TREES
JUNIPERUS CHINENSIS `SPARTAN` / SPARTAN JUNIPER
PICEA PUNGENS GLAUCA `BAKERI` / BAKERI BLUE SPRUCE
PINUS HELDREICHII / BOSNIAN PINE
PINUS NIGRA NIGRA / AUSTRIAN BLACK PINE
PINUS SYLVESTRIS / SCOTCH PINE
PSEUDOTSUGA MENZIESII / DOUGLAS FIR
EVERGREEN TREES QTY BOTANICAL NAME
JU SI 4 JUNIPERUS MONOSPERMA
JU SC 11 JUNIPERUS SCOPULORUM
PI ED 6 PINUS EDULIS
PI HE 5 PINUS HELDREICHII
PI SY 3 PINUS SYLVESTRIS
PS ME 6 PSEUDOTSUGA MENZIESII
PSEUDOTSUGA MENZIESII / DOUGLAS FIR
ORNAMENTAL TREES
ACER TATARICUM `HOT WINGS` / HOT WINGS TATARIAN MAPLE
AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / AUTUMN BRILLIANCE SERVICEBERRY
CRATAEGUS CRUS-GALLI INERMIS `CRUSADER` / CRUSADER COCKSPUR HAWTHORN
MALUS X `RED BARRON` / RED BARRON CRAB APPLE
MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE
MALUS X `THUNDERCHILD` / THUNDERCHILD CRAB APPLE
ORNAMENTAL TREES QTY BOTANICAL NAME
AC HW 4 ACER TATARICUM `HOT WINGS`
AM AB 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`
CE PR 5 CELTIS OCCIDENTALIS 'JFS-KSU1'
MA SS 9 MALUS X `SPRING SNOW`
PR AM 8 PRUNUS AMERICANA
QU GA 13 QUERCUS GAMBELII
TI CO 6 TILIA CORDATA 'CORZAM'
LP102LP101
LP103 LP104
LANDSCAPE
PLAN
LP105
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
KEY MAP
LP105
NORTH
0 2010 40
SCALE 1" = 20'
MATCHLINE - SEE SHEET LP103 MATCHLINE - SEE SHEET LP104
LEGEND
CITY OF GREELEY
REVIEWED BY: _________________________________________________________
WATER/SEWER CHIEF ENGINEER DATE
REVIEW DOES NOT CONSTITUTE “APPROVAL” OF PLANS. PERMITTEE IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS OF PLANS.
TREE SCHEDULE
LANDSCAPE
DETAILS
LP501
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:GATEWAY APARTMENTSI-25 AND PROSPECT ROADFORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC
1401 LAWRENCE STREET, SUITE 1600
DENVER, COLORADO 80202
303.807.9005
CQ & RERM & CS01/04/23 SUBMITTAL
03/08/23 SUBMITTAL
R
244 North College Avenue
#165
Fort Collins, CO 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
2X
ROOT BALL DIAMETER
120°
120°
PRUNING NOTES:
1.ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS.
2.DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS,
CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND
LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL
BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.
STAKING NOTES:
1.STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING
SEASON.
a.1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W.
SIDE).
b.1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR
PREVAILING WIND SIDE AND 180° FROM THAT SIDE).
c.3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM.
2.WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO
KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE
LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES
FROM WIRE.
TREE PLANTING DETAIL
SCALE: 3/16" = 1'-0"
1
2
3
4
5
6
7 14
13
12
11
10
9
8
PLACE MINIMUM 1/2" PVC PIPE AROUND
EACH WIRE, EXPOSED WIRE SHALL BE
MAXIMUM 2" EACH SIDE
6'-0"UNTREATED WOOD POST, MINIMUM
1.5" DIAMETER, ALL SHALL BE DRIVEN
OUTSIDE ROOTBALL AND IN
UNDISTURBED SOIL
TREE WRAP TO BE INSTALLED ONLY
FROM OCTOBER 1 THROUGH APRIL 30,
DECIDUOUS ONLY, WRAP FROM BASE
OF TRUNK TO BOTTOM LIMB
PLANT TREE SO THAT TOP MOST
MAJOR ROOT IS 1"-2" ABOVE FINISHED
GRADE
2'-0" RADIUS MULCH RING, VENTERED
ON TRUNK, 3" DEPTH, DO NOT PLACE
MULCH IN CONTACT WITH TREE TRUNK,
FINISHED GRADE REFERENCES TOP OF
MULCH
1:1 SLOPE ON SIDES OF PLANTING
HOLE
ROPES AT TOP OF ROOTBALL SHALL BE
CUT, REMOVE TOP 1/3 OF BURLAP,
NON-BIODEGRADABLE MATERIAL SHALL
BE TOTALLY REMOVED
GROMMETED NYLON STRAPS
GALVANIZED WIRE, MINIMUM 12 GAUGE
CABLE,TWIST WIRE ONLY TO KEEP
FROM SLIPPING
4-6" HIGH WATER SAUCER IN NON-TURF
AREAS
BACKFILL WITH BLEND OF EXISTING
SOIL AND A MAXIMUM 20%, BY VOLUME,
ORGANIC MATERIAL, WATER
THOROUGHLY WHEN BACKFILLING
2'-0" STEEL T-POST, ALL SHALL BE
DRIVEN BELOW GRADE AND OUTSIDE
ROOTBALL IN UNDISTURBED SOIL
PLACE SOIL AROUND ROOT BALL
FIRMLY, DO NOT COMPACT OR TAMP,
SETTLE SOIL WITH WATER TO FILL ALL
AIR POCKETS
PLACE ROOT BALL ON UNDISTURBED
SOIL TO PREVENT SETTLEMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
PLAN VIEW - THREE STAKES
P
R
E
V
A
I
L
I
N
G
W
I
N
D
NOTE:
1.BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED.
2.CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT
FROM ITS CONTAINER.
3.ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE
FINISH GRADE OF THE MULCH LAYER.
4.DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER.
5.PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20%
OF LIMBS.
SHRUB PLANTING
SCALE: 1 1/2" = 1'-0"
SET SHRUB ROOT-BALL 1"
HIGHER THAN FINISH GRADE
FINISH GRADE (TOP OF
MULCH)
SPECIFIED MULCH, REFER TO
GENERAL LANDSCAPE NOTES
SHEET LP001
TILL IN SPECIFIED SOIL
AMENDMENT TO A DEPTH OF
8" IN BED, SEE GENERAL
LANDSCAPE
BACKFILLED AMENDED SOIL
UNDISTURBED SOIL
1
2
3
4
5
62X CONTAINER
WIDTH
1X CONTAINER
HEIGHT
3
4
5
6
2
1
1 2 3
6 7
SLOPE SIDED HOLE IS 3 TIMES
AS WIDE AS THE ROOTBALL DIA.
ROOTBALL SITTING DIRECTLY
ON TOP OF UNDISTURBED SOIL
ROOTBALL SITTING DIRECTLY
ON TOP OF UNDISTURBED SOIL
24" x 3/4" P.V.C. MARKERS
(TYPICAL) OVER WIRES
TREATED WOOD POST W/
GROMMETED NYLON STRAPS.
USE 2 GUY WIRES
UNAMENDED TOPSOIL ADDED
TO EXISTING GRADE ON DOWN
HILL SIDE
6
7
8
9
10
11
TREE PLANTING ON SLOPE
SCALE: 1/4" = 1'-0"
NOTES:
1. EXCAVATE PLANTING HOLES WITH SLOPING SIDES. DO NOT
DISTURB SOIL AT BOTTOM OF PLANTING HOLES, BUT DO SCORE THE
SIDES OF THE PLANTING HOLE. MAKE EXCAVATIONS AT LEAST THREE
TIMES AS WIDE AS THE ROOT BALL DIAMETER AND LESS (THREE TO
FIVE INCHES) THAN THE DISTANCE FROM THE TOP MOST ROOT IN THE
ROOT BALL AND THE BOTTOM OF THE ROOT BALL. THE PLANTING
AREA SHALL BE LOOSENED AND AERATED AT LEAST THREE TO FIVE
TIMES THE DIAMETER OF THE ROOT BALL. BACKFILL SHALL CONSIST
OF EXISTING ON SITE SOIL - NO AMENDMENTS SHALL BE USED
UNLESS OTHERWISE SPECIFIED.
2. TREES SHALL BE PLANTED WITH THE TOP MOST ROOT IN THE ROOT
BALL 3" TO 5" HIGHER THAN THE FINISHED LANDSCAPE GRADE. THIS
INCLUDES TREES THAT ARE SET ON SLOPES. SET ROOT BALL ON
UNDISTURBED SOIL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE
SHALL BE REJECTED. DO NOT COVER THE ROOTBALL WITH SOIL.
3. FORM SOIL INTO A 3" TO 5" TALL WATERING RING (SAUCER) AROUND
PLANTING AREA. THIS IS NOT NECESSARY IN IRRIGATED TURF AREAS.
APPLY 3" TO 4" DEPTH OF SPECIFIED MULCH INSIDE WATERING RING.
4. STAKING AND GUYING OF TREES IS OPTIONAL IN MOST PLANTING
SITUATIONS. IN AREAS OF EXTREME WINDS, OR ON STEEP SLOPES,
STAKINGMAY BE NECESSARY TO STABILIZE THE TREES. STAKING AND
GUYING MUST BE REMOVED WITHIN 1 YEAR OR LESS OF PLANTING
DATE.
5. TREE WRAP IS NOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT IN
LATE FALL PLANTING SITUATIONS.
6. PRUNE ALL DEAD OR DAMAGED WOOD AFTER PLANTING
7.INSTALL SAUCER IN NATIVE AREAS
PLANTING AREA SHALL BE
LOOSENED AND AERATED
AT LEAST 3 TO 5 TIMES THE
DIA. OF ROOT BALL
EXISTING GRADE
USE GUY ASSEMBLIES FOR
EVERGREENS AND TREES OVER
3" CAL. ALL WIRE TO BE 12
GAUGE GALVANIZED
TOP MOST ROOT IN ROOTBALL:
ABOVE EXISTING GRADE,
UPHILL SIDE
2-4" OF ORGANIC MULCH
APPLIED OVER PLANTING AREA
AND AWAY FROM THE TRUNK
BACKFILL WITH UNAMENDED
TOPSOIL FROM HOLE
BURLAP, ROPE, AND WIRE
REMOVED FROM TOP 1/2 OF
ROOT BALL AT MINIMUM
1
2
3
4
5
1
2
3
4
5
6
7
8
9
10
11
BOULDER, NATURALLY SET
BOULDER SO THAT A MINIMUM
1/4 OF BOULDER IS BELOW
FINISH GRADE
CRUSHER FINES / PLANTING
AREA: REFER TO PLAN
3" MINIMUM ROAD BASE
COMPACTED TO 95% OF
STANDARD PROCTOR DENSITY
UNDISTURBED GRADE
1
2
3
4
BOULDER DETAIL
SCALE: 3/4" = 1'-0"
1
2
3
4
PERENNIAL PLANT LAYOUT
SCALE: 1" = 1'-0"
ON CENTER SPACING
NOTES:
1.WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE
PLANTS ARE MASSED.
SPECIFIED MULCH, REFER TO
MATERIAL SCHEDULE, SHEET
L-XXX
AMENDED PLANTING BED
TILLED TO A DEPTH OF 6"
CENTER OF PLANT
1
2
3
1
2
3
SECTION
PLAN PLAN ON CURVE
4
TURFGRASS OR DYLAND SEED
IRRIGATION HEADS SHOULD BE
LOCATED ADJACENT TO MULCH
BEDS, OFFSET HEAD INTO
GRASS AREA TO ENSURE
STABLE SUPPORT
PLANTING BED
VERTICAL SPADE CUT EDGE
FILLED WITH SPECIFIED
MULCH, TAPER EDGE OF BED
SO MULCH IS DEEPER AGAINST
SPADED EDGE
SPECIFIED DEPTH OF MULCH,
TYPICALLY WOOD MULCH 3"-4"
DEEP
1
2
3
4
5
SPADE CUT EDGE
SCALE: 1/2" = 1'-0"
21
54
3
4
3
2
1
5
ENSURE POSITIVE
DRAINAGE
6
SECTION
FINISHED GRADE - TOP OF SOD THATCH
LAYER AND TOP OF MULCH OR NATIVE SEED
SHALL BE FLUSH WITH TOP OF EDGER
TURF THATCH
AMENDED SOIL PER SPECIFICATIONS
COMPACTED SUBGRADE
STEEL EDGER, BLACK POWDERCOATED
RYERSON OR APPROVED EQUAL - DRILL (16)
1/2" DIA. HOLES 1" O.C. MIN. AT ALL LOW
POINTS OR POORLY DRAINING AREAS IN
ORDER TO ENSURE ADEQUATE DRAINAGE
STAKE PER MANUFACTURER SPECIFICATION
1
2
3
4
5
6
STEEL EDGER
SCALE: 1" = 1'-0"
NOTES:
1.THERE SHALL BE NO EXPOSED SHARP / JAGGED EDGES.
2.CONTRACTOR SHALL INSTALL STAKES AS REQUIRED BY THE MANUFACTURER.
LONGITUDINAL SECTION OF
EDGER AT LOW POINT
(16) 1/2" DIA. HOLES MIN. AT
ALL LOW POINTS
5
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I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTALOWNER:DATE:SHEET TITLE:CHECKED BY: MTVDRAWN BY: JJK
R3218 Manor RoadSuite 200Austin, TX 78723P 512.900.7888www.norris-design.comNOT FORCONSTRUCTIONGATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADO1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTAL03/08/23 SUBMITTALCCCCCCCCCCCCCCCCCCCCC C C C C C C C C C C C
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I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTALOWNER:DATE:SHEET TITLE:CHECKED BY: MTVDRAWN BY: JJK
R3218 Manor RoadSuite 200Austin, TX 78723P 512.900.7888www.norris-design.comNOT FORCONSTRUCTIONGATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADO1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTAL03/08/23 SUBMITTALCCCCCCCCCCCCCCCCCCCCC C C C C C C C C C C C
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I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTALOWNER:DATE:SHEET TITLE:CHECKED BY: MTVDRAWN BY: JJK
R3218 Manor RoadSuite 200Austin, TX 78723P 512.900.7888www.norris-design.comNOT FORCONSTRUCTIONGATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADO1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTAL03/08/23 SUBMITTALCCCCCCCCCCCCCCCCCCCCC C C C C C C C C C C C
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I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTALOWNER:DATE:SHEET TITLE:CHECKED BY: MTVDRAWN BY: JJK
R3218 Manor RoadSuite 200Austin, TX 78723P 512.900.7888www.norris-design.comNOT FORCONSTRUCTIONGATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADO1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTAL03/08/23 SUBMITTALCCCCCCCCCCCCCCCCCCCCC C C C C C C C C C C C
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I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTALOWNER:DATE:SHEET TITLE:CHECKED BY: MTVDRAWN BY: JJK
R3218 Manor RoadSuite 200Austin, TX 78723P 512.900.7888www.norris-design.comNOT FORCONSTRUCTIONGATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADO1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTAL03/08/23 SUBMITTALCCCCCCCCCCCCCCCCCCCCC C C C C C C C C C C C
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NPKEYPLAN124PHOTOMETRIC PLAN 5SCALE: 1" = 20'-0"
2SE2, SE2A PEDESTRIAN POLE BASE DETAILNO SCALEGROUNDING STUD WITH#8 CU GROUNDING WIRETO REBAR96"4"24"POLE SHAFTANCHOR BOLT COVER1 #10 STRANDED TOLIGHTING FIXTURE4" X 8" HANDHOLEIN LINE FUSE HOLDERTOP OFFINISHGRADE.#3 TIES 3"FROM TOPCONDUIT RISER,QUANTITY ASREQ'D.#3 HORIZ.BARS @ 12"O.C.8#7, or6#8 VERTBARSBASE DEPTHSHALL BE FIELDVERIFIED WITHSTRUCTURAL/CIVILENGINEER BASEON ONSITE SOILCONDITIONS ANDFIXTUREASSEMBLY EPARATING.SINGLE ORDOUBLE HEADLUMINAIREGROUNDING STUD WITH#8 CU GROUNDING WIRETO REBAR1SE1, SE1HS PARKING POLE BASE DETAILNO SCALE8'-0"2'-6"24"#3 TIES 3" FROM TOPTOP OF FINISHGRADE.CONDUIT RISER,QUANTITY ASREQ'D.#3 HORIZ. BARS @12" O.C.8#7, or 6#8 VERT BARS1 #10 STRANDED TOLIGHTING FIXTURE4" X 8" HANDHOLEIN LINE FUSE HOLDER17'-6"BASE DEPTH SHALL BEFIELD VERIFIED WITHSTRUCTURAL/CIVILENGINEER BASE ONONSITE SOILCONDITIONS ANDFIXTURE ASSEMBLY EPARATING.ScheduleSymbolLabelQuantityManufacturerCatalog NumberDescriptionLampNumber LampsLumens Per LampLight Loss FactorSE1271139651B2U0G4SE1HS31133341SE24169661SE2A6166001SE384111611SE47511390SE55819451B1U0G0SE63241255B0U0G1LithoniaLightingLithoniaLightingLithoniaLightingLithoniaLightingLithoniaLightingWACLIGHTINGWACLIGHTINGCALIFORNIAACCENTLIGHTINGML2000-3.37W-LED-2.7K-RWS-W2504DS-WS0517-F930S-WTWDGE1 LED P1 30K80CRI VFRAD1 LED P3 30KASYRAD1 LED P3 30KSYMDSX1 LED P4 30K70CRI T3M HSDSX1 LED P4 30K80CRI T3MAREA LIGHT LED TYPE 3OPTICS WITH ARM POLEMOUNTED 20'-0" AFGAREA LIGHT LED TYPE 4OPTICS POLE MOUNTED15'-0" AFG.AREA LIGHT LED VISUALFORWARD OPTIC WALLMOUNT 12'-0" AFG.5" ROUND LED SURFACECYLINDER WALL MOUNTED8'-0" AFG.SMALL SQUARE LEDSCONCE WALL MOUNT8'-0" AFGLED STRING LIGHT WITHSHADE 2'-0" O.C. MOUNTED10'-0" AFGAREA LIGHT LED TYPE 3OPTICS WITH HOUSE SIDESHIELD, AND ARM POLEMOUNTED 20'-0" AFGAREA LIGHT LED TYPE 5OPTICS POLE MOUNTED15'-0" AFG.LED3000KLED3000KLED3000KLED3000KLED3000KLED3000KLED3000KLED3000KDIMMINGYES80%YESYESYESYESYESYESYES60%11Wattage123.94123.937353.618453.618410.000216.727516.21013.37B.U.G.RatingB2U0G4B3U0G2B2U0G2B0U0G0B2U2G03FIXTURE TYPE SE1,SE1HSN.T.S.4FIXTURE TYPE SE2,SE2AN.T.S.5FIXTURE TYPE SE3N.T.S.6FIXTURE TYPE SE4N.T.S.7FIXTURE TYPE SE5N.T.S.8FIXTURE TYPE SE6N.T.S.OWNER:DATE:SHEET TITLE:CHECKED BY:DRAWN BY:R3218 Manor RoadSuite 200Austin, TX 78723P 512.900.7888www.norris-design.comNOT FORCONSTRUCTIONGATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTALOWNER:DATE:SHEET TITLE:CHECKED BY: MTVDRAWN BY: JJK
R3218 Manor RoadSuite 200Austin, TX 78723P 512.900.7888www.norris-design.comNOT FORCONSTRUCTIONGATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADO1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.900501/04/23 SUBMITTAL03/08/23 SUBMITTAL